Coordinates of characteristic points of the generalized steel deformation diagram, constructed in the axes
\r\n\t
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Venkateswarlu",coverURL:"https://cdn.intechopen.com/books/images_new/371.jpg",editedByType:"Edited by",editors:[{id:"58592",title:"Dr.",name:"Arun",surname:"Shanker",slug:"arun-shanker",fullName:"Arun Shanker"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}]},chapter:{item:{type:"chapter",id:"73581",title:"Digital Health and Healthcare Quality: A Primer on the Evolving 4th Industrial Revolution",doi:"10.5772/intechopen.94054",slug:"digital-health-and-healthcare-quality-a-primer-on-the-evolving-4th-industrial-revolution",body:'Digital Health (DH) is an evolving multidisciplinary scientific field that seeks to monitor medical problems while also preventing new ones with the ultimate aim of improving the overall quality of health [1, 2]. These means of information technology can be applied through mobile health (mHealth), telehealth/telemedicine, activity trackers, personal wearables, and remote monitoring, and represent an interplay of the art and science of medicine to achieve overall improvement in health [2]. Due to its broad nature, DH is usually used interchangeably with health information technology (HIT).
Electronic-health or E-Health is characterized by an intersection of public health, medical informatics, the business of healthcare, information science, and health services to achieve better health for users [3]. The term comprises both technical aspects like hardware, software, and internet broadband and social elements centered on the way of thinking and networked global effect through information technology [3].
Big data refers to an enormous data set existing as either structured (organized), unstructured (unorganized), or mixed [4, 5]. These characteristics have been described as the paradigm of 4 “Vs:” volume, velocity, variety, and veracity [4, 6, 7, 8]. Generally, about 2.5 quintillion bytes of data are created every day worldwide and it is rather amazing that 90% of it was created in the past 5 years [9].
Sources of big data span a wide spectrum including posts from social media sites to sensors and navigation devices. It is a big challenge to determine the amount of data generated yearly by the healthcare industry due to the complex nature of healthcare data with heterogeneous sources and structures [10]. Healthcare data sources include electronic health record data (EHR), prescription compliance and refill rate, personal activity tracking devices, laboratory data, cell phone-based geographical monitoring, and remote telemedicine monitoring. About 500 petabytes of data were generated by electronic medical records alone in 2012 and it is expected to reach 25,000 petabytes by the end of 2020 [11]. The various methods/processes of big data analysis are referred to as analytics.
Many factors are responsible for our contemporary adoption and application of big data and DH. The greatest driving force is the dynamic state of computer power relative to it cost of acquisition rightly predicted by Moore’s law. It states that computer power (in terms of speed and memory storage) will double every two years at the same price. In 1956, you would have had to pay $10 million for one gigabyte of storage. In 1981, the cost of a gigabyte was $ 300,000 and by the year 2000, it had dropped to $10. In 2010, the price of storing a gigabyte of data dropped to just 10¢ [12].
Another technology-based driver is the advent of cloud computing. This is the process of utilizing remote computer networks via the internet to manage, process, store, and manipulate data rather than utilizing the local or personal computer connected to the network. This phenomenon allowed for an exponential increase in the capacity of local computers, hence serving as a driver for the “internet of things,” or the interconnectivity between various devices embedded with electronics, software, and sensors. Its ability to impact all major players in the healthcare industry, including the patient, healthcare provider, healthcare regulators, payers, and vendors, has been described as the Internet of Medical Things (IoMT) [13].
Another driver of big data application and DH is the advancement in genomic medicine and gene therapy [13]. Gene mapping and sequencing is an integral part of big data as it utilizes various bioinformatics processes for interpretation and storage.
The most important factor remains the paradigm shift in the role of the patient as a “consumer” of health services. Patients seek to better manage their health by playing active roles through information gathering on the internet and especially via social media networks [14]. One in three Americans has gone online to investigate a medical condition [15]. Another important factor is the changing demographics of the aging population and prevalence of chronic diseases leading to escalating cost of healthcare. In fact, the cost of chronic diseases accounts for up to 75% of healthcare cost in the US [16].
DH innovations have shown some promising results as a means of achieving efficient and cost effective care without compromising quality of care [17]. The mandate from regulators to shift from a volume- to value-based reimbursement model is a testament to the fact that the shift to reward quality, efficiency, and collaborative care is here to stay [18]. The incentive for hospitals to adopt meaningful use of digital technology due to the Health Information Technology for Economic and Clinical Health (HITECH) act, enacted as part of the American Recovery and Reinvestment Act of 2009 [19], resulted in widespread adoption of electronic health records system in the US.
Data is the foundation of DH. Data science is the term used to describe the scientific study of the creation, validation, and transformation of data to create meaning [20]. It is composed of multiple disciplines like statistics, mathematics, and computer science (Figure 1). Data science is an overarching field that underlies many DH innovations like artificial intelligence (AI), machine learning (ML), deep learning, reinforcement learning, and data mining (Figure 2) [21].
Data science as a multidisciplinary field of study. Diagram reprinted with permission from Robert (Bob) Hoyt, MD, FACP, FAMIA, ABPM-CI.
Relationship between data science, artificial intelligence, and machine learning. Diagram reprinted with permission from Robert (Bob) Hoyt, MD, FACP, FAMIA, ABPM-CI.
ML is a sub-discipline of AI that uses algorithms to identify patterns in data, as such giving computers the ability to learn without being explicitly programmed to create predictive models based on training data and validated on test data.
Data mining refers to the discovery of patterns in large data sets with methods at the intersection of unsupervised learning, traditional statistics, and database systems [22]. Predictive analytics involves learning from historic data to predict likely future outcomes with an expressed degree of certainty. Clinical decision support (CDS) programs are systems set up to augment clinicians in their day-to-day complex decision-making processes [23].
All the factors driving DH and HIT are geared towards a paradigm shift from our present state of “sick care” to “high value healthcare” [24]. Healthcare value definition is rather challenging because of its complex ecosystem with many different stakeholders and their associated conflicting goals and expectations [25].
Nevertheless, the meaning which most stakeholders can relate to is the concept of value in healthcare as outcome (rate of quality outcome) per cost needed to achieve a result [26]. It is represented mathematically as quality/cost and is the extent to which our health interventions achieve desired health outcomes that are consistent with evidence-based knowledge [27]. Essentially, it is healthcare which is cost effective and efficient, safe, patient-centered, and equitable, with the aim of achieving the best outcome in terms of morbidity and mortality [28, 29].
Patient safety on the other hand is the foundation of quality care. The Institute of Medicine (IOM) believes that health quality is indistinguishable from Patient safety [30, 31]. I will define patient safety as a system of care delivery that prevents errors built on a culture that learns from previous mistakes. In simple terms, it is a system that functions to avoid harm to patients [32]. And healthcare quality will be analyzed in the context of the quadruple aim of quality improvement [33].
The quadruple aim is a compass to optimizing health system performance which is made up of four components: improving health outcome and experience of care, improving population health, improving healthcare cost, and improving staff engagement.
To overcome the inefficiencies of the healthcare sector in the US, healthcare organizations are encouraged to adopt methodologies like the lean or six sigma methodology that has a track record of optimizing systems in other sectors. Lean methodology involves processes put in place to reduce waste in every procedure, process, and task based on an ongoing system of improvement and learning, and focuses on eliminating waste by avoiding efforts that do not add value to the patient [34]. Six sigma, on the other hand, is a metric-driven system used to reduce medical errors, defects, and variations in output by applying the following: design, measure, analyze, improve, and control (DMAIC) [35].
Examples of successful applications include reducing time to life saving procedure like door-to-balloon time in cardiac catherization, unnecessary antibiotics prescriptions, turnaround time for pathology reports, and clinic wait times, and streamlining electronic payment for vendors [35, 36]. Optimized symptoms that run efficiently can maximize the output of DH technologies [37].
The US spends up to 17.6% of its GDP on healthcare which is far more than that of all the other developed nations combined at 9%. Despite this amount of spending, the US ranks poorly in the World Health Organization’s ranking of health system performance [38]. The public health improvement goals of the quadruple aim correspond with the goal of contemporary medicine which involves the need to achieve cost-efficient quality health through participatory and personalized medicine, ultimately ensuring optimum predictive and preventive medicine [37].
The last component of the quadruple aim is provider satisfaction and engagement. Healthcare quality can hardly be achieved without an engaged healthcare workforce. Burnout involves a state of emotional exhaustion (with or without physical fatigue) and powerlessness to change the status quo [39, 40, 41]. Up to 60% of healthcare providers experience one or more symptoms of burnout in the US [42, 43] and suicide rate amongst physicians in the US is higher than those of the general population [39]. Multiple factors are responsible for burnout which include high data and information volumes and changes in the healthcare model including a shift from volume- to value-based care [40].
Even cutting-edge EHR functionalities involving AI/ML for predictive clinical decision support are potential sources for provider dissatisfaction and burnout due to lack of regulation mandated user-centered design approach in their product development [44, 45].
The 4th Industrial Revolution is philosophical and ideological construct by the world economic forum which postulates on how digital, physical, and biological technology have uniquely combined together in our contemporary world creating new opportunities and challenges [41].
The first Industrial Revolution was powered by steam in the 18th century, the 2nd powered by electricity in the 19th century, and the 3rd in the 20th century powered by technology [46]. Although the 4th Industrial Revolution is considered by many as a direct extension of the 3rd, the 4th differs due to the unprecedented volume and velocity of data in addition to enhanced global interconnectivity [47].
To reap the potential benefits in the 4th Industrial Revolution, it is imperative for the healthcare sector to adopt practices like the agile methodology with the ability to “fail fast” while learning quickly in an iterative manner to achieve the desired state of healthcare quality [48].
The peer reviewed articles reviewed for this chapter were obtained from a broad literature search performed in PubMed, and Google scholar. Search terms included; “4th industrial revolution”, “digital health” “quality improvement”, “Digital health and patient safety”, “applications of digital health for healthcare quality”, “Digital health security”, “Regulation of digital health”. Due to the relative novelty of digital health and the 4th industrial revolution, other sources of relevant information like digital health magazines, quality improvement magazines and health informatics websites were also refer referenced.
The full potential of DH remains unquantifiable at this juncture mainly because of a shortage of well-conducted evaluation studies showing evidence of value added by new tools, especially those involving AI/ML [49, 50]. The rapid acceleration of DH methods and overall geometric advancement is such that any novel technology is almost outdated upon arrival. Despite all these setbacks in the application of DH, there have been some notable applications which have shown some promising results.
Remote patient monitoring involves patient data collection by appropriate providers with data either patient reported or automatically collected via apps, sensors, and any other specific gadget (glucose meters, blood pressure cuffs, or scales). This produces a vast amount of real-time data which is usually beyond the analytic capacity of the healthcare provider, creating an excellent scenario for predictive analysis of the data using ML and similar tools [51, 52].
ML analysis of bidirectional remote monitoring and EHR data has potential to provide great insights on the overall quality of individual patient care [51]. Remote monitoring has successfully been applied to diseases like congestive heart failure management (resulting in a 30% reduction in admission) [44] and diabetes management (resulting in better glycemic control compared to standard of care) [53].
Utilizing standardized risk scores and predictive analysis, some organizations have been able to predict patients that are likely to be readmitted to the hospital within 30 days after discharge [54]. Apart from the mortality benefits to the patients, the institution is also able to benefit financially as they avoid significant penalties associated with readmissions imposed by Medicare under the Medicare’s Hospital Readmissions Reduction Program (HRRP) [55].
Algorithms that predict the likelihood of hospitalized patients to develop acute kidney injury during their index hospital stay have been successfully developed as well [56]. Additionally, significant reduction in sepsis mortality by algorithms leveraging the patient’s data in the EHR to predict severe sepsis have also been achieved [57].
An algorithm developed using EHR data was able to predict suicide risk in individuals better than traditional clinical methods [45]. Predictive analytics tools continue to demonstrate their role in the overall reduction of in-hospital adverse events [58].
The use of CDS in antibiotics choice has been shown to significantly increase antibacterial susceptibility, thereby reducing the need for broad-spectrum antibacterial agents and the risk of antibiotic resistance [59].
Considering the complexity of cancers, the vast amount of knowledge released daily, and expansion of treatment options, the incorporation of genomic data in treatment modality all make it very challenging for clinical oncologist to choose the best personalized therapy [47]. CDS in oncology have shown some potential with assisting clinicians to navigate the challenges inherent in treatment modalities and have performed similar to multidisciplinary tumor boards [60].
The risk of failure in predictive analytics and CDS can result in significant patient harm, hence why mitigation of risk and human oversight is still an essential part of their deployment.
Predictive analytics have been used to accurately identify patients likely to skip appointments without advanced notice [61]. Additionally, they have been successfully used to anticipate peak and low utilization periods by mining previous utilization data [62]. This knowledge assists leadership in planning for changes in volume so they are ready with corresponding resources required to navigate changes in volume. Other proven applications of AI/ML include automation of invoice processing, correct coding for reimbursement, and processing of insurance denials and claims [51].
The optimal state of public health of a nation should emphasize predictive and preventive care in addition to easy and equitable access to healthcare to improve overall mortality and morbidity. While the US health system falls short of these public health essentials in comparison to other developed nations, DH application has shown some promising outcomes [57].
Individual risk for developing chronic disease can be ascertained with a high degree of certainty. Integrative genetic profile has been applied successfully to determine high risk of diabetes mellitus type 2 in an individual who did not have common risk factors like obesity and family history [63].
Direct-to-consumer genetic testing for risk factors of diseases are also gaining traction with commercialized proteomic analysis testing kit for diseases like Alzheimer’s disease [53]. Utilizing proteomic analysis of specific blood proteins was able to a determine if a lung nodule was benign with 90 percent accuracy during screening [64].
Similar DH based programs can assist with opioid epidemics as they have been proven to result in a 30% reduction in statewide opioid prescriptions [65, 66, 67]. Another promising application involves the development of opioid abuse risk profiles of patients using ML model and EHR data to predict patients who are prone to future abuse and overdosage [68].
The healthcare provider shortage coupled with the increasing aging population are factors that exacerbate healthcare access and inequity across the nation [54]. This shortage of healthcare providers and lack of access to health is worse in rural areas where 65% of non-metropolitan counties lack psychiatrists and 45% are without psychotherapists [55]. Telemedicine has shown strong evidence as a means of increasing access to mental healthcare in rural areas by providing effective treatment for mental health conditions, improving medication adherence, and effective follow up and continuity of care [69]. AI-powered chat bots can be used for initial triage based on symptoms and an expert engine can determine type and nature of visit necessary (either a virtual check-in or a face-to-face visit).
The US Government’s 21st Century Cure Act prioritized improvement in HIT, including interoperability, patient access to their health records, and improved regulatory oversight for DH [56]. As part of the Cures Act, the Food and Drug Administration (FDA) Center for Drug Evaluation and Research (CDER) has adopted analytics methodologies like “in silico” testing. This is particularly important in diseases where the smaller patient sample sizes is often a limitation of their clinical trials [70].
Despite the excitement which comes from the potential of DH for quality improvement, challenges exist. Not considering these challenges is akin to chasing “shiny objects” with potential for negative and adverse consequences both in the short and long term.
Interoperability is the ability of different information systems to access, exchange, and cooperatively use data in a coordinated manner, within and across organizational and regional boundaries, to provide timely and seamless portability of information for optimal healthcare [57]. The healthcare data ecosystem in the US is highly fragmented with different EHR systems as a repository of patient data. These disparate EHR systems are not connected and as such their lack of interoperability is a huge set back and operational burden to DH implementation for patient safety.
The lack of consensus evaluation standards in DH is also a barrier to determining the value added [71]. The world of biomedical sciences is accustomed to the traditional randomized control trials as a gold standard for evaluation. Unfortunately, this is not always a practical option for most DH applications due to variation in input data and a lack of stability of deliverables needed to quantify outcomes in RCT [72]. Although various evaluation framework exists across the industry, no consensus standards have been generally accepted across board [73]. Thus, we have no standardized method of determining the effectiveness of the over 300,000 medical apps available [71].
Most stakeholders consider DH a singular fix for the inefficiencies in healthcare [74]. But, for any DH innovation to be successful, design and implementation need to be compatible with all elements of the system engineering initiative for patient safety (SEIPS) model [75]. The elements to consider in this model include consideration of persons involved and their peculiarities, available technology and tools for success, organizational culture, type of tasks, environmental layout, care and information process/flow, and patient outcomes.
This lack of overall socio-technical consideration manifests as the absence of stakeholder input in the development of new DH tools, consequently leading to poor usability of the DH tool like the EHR, which is a significant contributor to provider burnout and inefficiency [76]. Additionally, the low usability of EHR increases the cognitive load of the healthcare provider, which contributes significantly to medical error [77].
Lack of overall consideration in the context of the socio-technical landscape increases the chances of unexpected consequences like creating workarounds in the EHR with a negative impact on patient safety [78].
Government and regulatory agencies struggle to provide a clear-cut regulatory pathway for DH tools. Restrictions and barriers to telemedicine adoption like provider portability of license to practice across state lines, geographical restrictions, and specifics about reimbursement parity still exist and have only been temporarily lifted during the 2019–2020 COVID-19 pandemic [79]. The lack of consistent regulations of proliferating medical apps prevents a high risk to patient safety [80].
Innovations in most healthcare organizations in the US are driven by the need to meet basic regulatory compliance metrics and financial viability (bottom line). Healthcare leadership are more concerned about the bottom line while regulators are mostly concerned about patient safety. Patients are concerned about convenience of service and safety.
Another important issue with DH and big data is the constant threat to healthcare data integrity and security. These occur in the form of hacking, malware, unauthorized access, and data theft. In 2019, almost 41 million medical records were affected by healthcare data breaches, mostly through hacking and ransomware attacks [81]. The average cost of these breaches to affected healthcare organizations was about $6.5million [82].
Presently, resources (infrastructure, expertise, and personnel) required to utilize DH/big data are not available to all and confer a competitive advantage to those who possess them. The resulting disparity and its consequences are contrary to the outcome we seek from DH innovations. Nearly half of the world’s population do not have reliable internet access. This phenomenon is well known and described in the literature as the “digital divide” [64].
Explainability describes the degree of transparency and traceability of the outcome of any AI/ML model [83]. This is particularly important because of the non-linear, highly nested structure of complex algorithms, which makes us unaware of how they arrive at their conclusion or output [65]. This characteristic, described as the “black box” phenomenon, represents a huge setback in the application of AI/ML in healthcare [66]. This is mainly due to the sensitive nature of health operations and its low tolerance for lack of transparency in decision making. Thus, those who develop AI tools must involve primary stakeholders and decision makers from the beginning to assist with transparency and adoption by end users.
Predictive analytics and model development rely heavily on not just high volume data but also high quality data. Unfortunately, most available healthcare data are unstructured and interspersed with artifacts/“noise” which increases the chances of spurious model output even in the setting of a near-perfect model [84].
Adversarial attacks are either targeted or non-targeted inputs uniquely engineered to cause mis-classification and fool an AI model to produce an incorrect output [67]. This tendency for adversarial attacks in medical AI applications is due to the inherent monetary incentive for fraud in healthcare as an industry with more than three trillion-dollar annual expenditure [68]. A second reason is the technical vulnerability of the models in healthcare.
In an ethnically diverse nation like the US, an excellent AI/ML output can only be achieved if the training data utilized are equally diverse. If there is no conscious effort to ensure diversity of training data, the algorithm would be propagating the conscious and subconscious bias that exists in our society [85]. An example is an algorithm developed to detect malignant melanoma.
Malignant melanoma is treatable if detected earlier and ML algorithm can aid in early detection. However, the algorithm is at risk of bias and disparity already grounded in our society due to the lack of adequate representation of people of color/darker skin tone in training data [85]. This limitation can hinder the utility of the algorithm for people of color. Presently, most ML programs like the International Skin Imaging Collaboration Project source their training dataset mostly from fair skinned populations in the US, Australia, and Europe [85].
Other manifestations of propagated bias include: fit bits® produces inaccurate heart rate in people of color [86] and biases and mislabeling of facial recognition software with algorithm output of people of Asian descent represented as blinking facial images [69]. The risk here is the tendency to worsen all our societal ills like health disparity, inequality, gender bias, and racism, which are all hindrances to quality public health for all.
ML algorithms are only as good as the quality of their training data set. Unexpected data points and sudden changes in pre-defined events will likely result in poor performance. This lack of initiative of the ML/AI algorithm is coupled with a lack of empathy displayed in a human-to human healthcare interaction, representing a setback for patient satisfaction.
There exists a lot of ethical dilemmas in the application of ML tools which cannot be ignored. One of the dilemmas we face is the need for disclosure whenever ML tools are used in direct patient care [87]. In most of these applications, patients are not aware that the care from their clinician is augmented by ML algorithms even when the effectiveness of these algorithms are yet to be proven [70]. There is still no consensus amongst providers and patients alike regarding the right ethical approach to tackle this issue.
Evaluation of DH tool/intervention is the objective and systemic assessment of a DH intervention/tool with the sole purpose of determining the efficacy, efficiency, impact, sustainability, and extent to which pre-set specific objectives are met. According to the World Health Organization, “evaluation asks whether the DH tool/project is doing the right things, while monitoring asks whether the DH tool/project is doing things right.” [88]. Although monitoring and evaluation (M&E) are distinct entities, they are usually addressed simultaneously from pre-prototype/prototype stage through the pilot and demonstration/display of tool up to the stage of scale up.
The first stage of M&E is to identify the stage of maturity of the tool. This determination will play into the methodology/framework utilized for M&E.
After identifying the stage of maturity of tool, the next step would be to ascertain concrete baseline expectations of the tool and define appropriate claims based on stage of maturity of the DH tool. The usability of the tool is an important measure that should be evaluated in all the stages of maturity from early to late stages. It is also important to set expectations in relation to time to deliverables to guide M&E activities. A tool being developed to shorten wait time at the clinic should get input from patients about their pain points while setting M&E standards.
The next steps is to define the M&E framework to guide the process. There are well-established frameworks for M&E published in the literature; however, I favor structures that are result oriented [73, 88]. To strengthen the evaluation framework, it should be developed through a stakeholder consultative process and reviewed as needed during the life cycle of the project.
The next step is to determine who will be carrying out these M&E activities, how many resources will be required, and the time-based deliverables expected from the team in charge.
Considering the degree of rapid transformation and dynamism we are experiencing with the 4th Industrial Revolution, only organizations positioned to adapt will succeed. This adaptation requires that all stakeholders learn new skill sets as we navigate this transformation.
Government regulatory oversight teams are needed to craft rules/policies to regulate broad DH principles like security, privacy/disclosures of DH tools, fairness and equity of implementation, and avoidance of bias in implementation. The regulatory rigors placed before approval of DH tools should be based on the level of risk of a DH tool in the event of failure, determined by a baseline failure mode and effect analysis.
Government mandates should ensure that DH tools maintain a well laid out process for human oversight of implementation no matter how “perfect” the tool may be.
Professional organizations can assist with navigating complexities as it relates to specific requirements for M&E of DH tools developed for their subsections. Once general overall policies are established by the government or regulatory agencies to address fundamental societal issues to ensure quality and safety of DH, expert organizations can help narrow down these policies to suit their subsection of the healthcare ecosystem.
Payers are responsible for processing patient eligibility, enrollment, claims, and payment of healthcare services. In the US, payers exists as either governmental (Medicare/Medicaid) or private entities. A testament to the fragmented nature of the US healthcare system is the fact it has more than 900 healthcare payers as of 2020 [89]. These entities have a significant influence on how healthcare is delivered in the US based on their reimbursement schemes. As part of their basis for reimbursement of any healthcare service which has been augmented by DH, they should mandate standardized M&E of the tools to justify compensation; it is equally important to be wary of mandates that would stifle innovation.
Healthcare vendors ranging from device and pharmaceutical manufacturers to core HIT and analytics developers and entrepreneurs are numerous; in fact, there are more than 370 HIT-specific vendors in the US as of 2020 [90]. Vendors also have a role to play in ensuring that DH tools do not only offer novelty but also have an in-built yardstick for evaluating their comparative effectiveness for objective assessment of their overall impact upon implementation.
Considering that these centers are the avenue for implementation of most DH tools, they must insist on implementing DH tools with a track record of adding value to patient safety and improving healthcare quality. In the event the DH tool intended for use is novel with no track record, the organization should demand a concrete basis and claims for M&E. This will assist with an objective comparison of the impact of a new tool with the status quo.
Healthcare providers are often laggards and usually conservative in the adoption of new tools, as consequences of failure are very high with regards to patient safety [91]. Nevertheless, the 4th Industrial Revolution permeates all sectors of healthcare and healthcare providers are directly impacted. They must actively learn how to become an information specialist and ask the right questions about a potential DH tool to be implemented [92]. Considering that they will be utilizing these tools to make important decisions about patients and their safety, it is important they are well equipped with the knowledge of how to evaluate and monitor the DH tools for optimal healthcare quality.
Patients and caregivers are the ultimate intended beneficiaries of DH tools, as any failure of DH tool implemented will have an adverse consequence on their safety and quality of health [93]. In this new dispensation, they must prompt their healthcare providers to ask the right questions from the DH tools’ developers. Patients and caregivers should understand that, as we progress further into the 4th Industrial Revolution, these DH tools will increasingly play an essential role in decisions about their care directly or indirectly.
The quadruple aim describes healthcare value as improved health outcomes, increase patient satisfaction, reduced costs, and healthcare provider satisfaction/fulfillment. DH tools have shown potential in improving healthcare quality and achieving the quadruple aim, such as promoting behaviors like healthy eating and smoking cessation, improving outcome in people with chronic conditions like cardiovascular diseases, and increasing health access through telemedicine and remote monitoring [72, 94].
Although there are demonstrated impact of DH tools in healthcare quality, it is still not an overall fix able to transition us from our state of sick care to optimum healthcare quality alone. Its applications and implementation are filled with many limitations presently hindering the achievement of its full potential in healthcare quality improvement. We cannot figure out how effective a tool is without a pre-defined basis on how to ascertain its effectiveness. Presently the evaluation and performance measurement in healthcare is costly, redundant, and labyrinthine [78].
DH tools are only part of the solution and not an ultimate solution. As such every DH tool implementation should be considered in the context of the overall socio-technical ecosystem. All innovations should be based on stakeholders’ input right from the start of conception. No matter how effective a piece of technology is, if it is implemented in a poorly optimized system, it will likely result in failure.
Navigating the 4th Industrial Revolution requires that all stakeholders play an active role in this transition. No doubt it brings forth many possibilities for healthcare quality improvement; however, in the absence of evaluation standards and a systematic approach to its implementation, we risk being immersed in hype born out of the hope of an elusive better outcome. DH tools are key components in achieving value in healthcare, but it is not the destination and neither is it the goal, but rather a catalyst in the process of obtaining the ultimate goal of the quadruple aim.
The author declares no conflict of interest.
Abbreviation | Meaning |
---|---|
DH | Digital Health |
mHealth | Mobile Health |
HIT | Health Information Technology |
IoMT | Internet of Medical Things |
HITECH | Health Information Technology for Economic and Clinical Health |
ML | Machine learning |
AI | Artificial Intelligence |
DMAIC | Design, Measure, Analyze, Improve, and Control |
GDP | Gross Domestic Product |
HER | Electronic Health Record |
HRRP | Medicare’s Hospital Readmissions Reduction Program |
CDS | Clinical Decision Support |
FDA | Food and Drug Administration |
M&E | Monitoring and Evaluation |
Concrete filled steel tubes columns (CFST) are composite structures. They feature a variety of advantages. CFST have significant constructive, technological, economic advantages and at the same time an architecturally expressive appearance [1, 2, 3, 4, 5]. Such obvious CFST advantages as decreased labor consumption of their production due to lack of forms and reinforcement cages and high speed of building erection are quite attractive for construction specialists. Besides, mechanical features of a steel shell and a concrete core combine quite rationally in these columns. The strong steel shell serves as a reliable frame for the concrete core ensuring good volumetric load conditions for it. Due to this, concrete strength of columns with circular cross-section increases 1.8÷2.5 times in average. Concrete, in its turn, protects the walls of the steel shell from loss of stability and corrosion from inside. As a result, concrete and steel mutually increase load-carrying ability of each other and that of the whole element.
In case of emergency (explosions, earthquakes, etc.), another important feature of such columns, high survivability, comes to the fore. It is ensured by high deformability of the concrete core, which, together with its high strength, ensures absorption of large amounts of energy during strength resistance of the construction. Therefore, CFST of circular cross-section are increasingly used in construction practice.
The high strength and deformability of the concrete core ensure its main advantages, especially for short centrally loaded circular cross-section concrete-filled tubular elements. Due to the complicated nature of CFST load resistance, regulations of the Europe, Australia, Brazil, India, Canada, China, the USA, Japan, and a number of other countries recommend using empirical formulas to calculate their bearing capacity.
Despite the large number of the experiments serving as a base for these formulas they do not always allow to obtain valid results [6, 7]. They have significant limitations in the field of application. They were obtained either from the results of specific laboratory sample testing, or due to statistical processing of the relevant data. First, these formulas are valid only for normal concrete. They give unreliable results for the columns from other types of concrete (for example, fine-grained ones). Secondly, these methods, as a rule, do not allow the calculations of eccentrically compressed concrete filled steel tube elements, which have any differences from a “classical” design, for example, the presence of a high-strength rod [8, 9] and (or) spiral reinforcement [10, 11, 12], the application of various types of concrete [13], the effect of preliminary lateral reduction in a concrete core [14], etc.
According to the results of researches carried out by many scientists, the most reliable calculations of the strength of CFST columns can be performed based on the recommendations of the EN 1992-1-1 standard. Moreover, a simplified method is often used in the calculations. But it is based on empirical formulas and is very limited in scope. It is proposed to consider the general case of calculation as well. For its implementation, the following assumptions are made:
internal forces are determined by elasto-plastic analysis;
plane sections may be assumed to remain plane;
contact strength between steel and concrete components must be maintained up to column failure;
the tensile strength of concrete is neglected.
Design of column structural stability should take into account second-order effects including residual stresses, yielding of structural steel and of reinforcement, local instability, cracking of concrete, creep and shrinkage of concrete, geometrical imperfections.
However, there are no specific methods for practical implementation of such a calculation.
The purpose of this monograph is to propose the method of deformation calculation of the bearing capacity of compressed CFST under short-term load action based on the phenomenological approach.
Initially, the diameter
where
For monolithic columns, the possibility of loss of stability of the tube wall at the stage of installation of the supporting structures of the frame should be taken into account. The steel tube can be used as a supporting structure for several overlying floors even before it is filled with concrete, which significantly speeds up the process of constructing a building. In this case, local buckling is impossible when
If condition (2) is not met, it is necessary to check the stability of the tube walls under the action of corresponding loads. For this purpose, for example, the recommendations of European norm procedure (EN 1993-1-1 Steel Design) can be used.
For a short centrally loaded CFST column, the cross-sectional strength is usually determined. Most researchers use a fairly simple formula for this
where
Thus, in order to calculate the CFST strength, it is necessary to know the values of the strength of the volumetrically loaded concrete core and the compression in the steel shell. Various approaches and relationships for determining
Compression strength is a very important mechanical attribute of CFST concrete core. In the limiting state centrally loaded circular section column, concrete is in the conditions of three-axis compression by axial direction strain
A quite simple relationship, being in fact the Mohr-Coulomb strength condition, is most often used in calculations for such conditions
where
Considering experiments, the value of the
Though the Eq. (4) was recommended by American researches F. Richard, A. Brandtzæg and R. Brown as far back as in 1929, it is currently used by many researches, including for designing columns with different types of confinement reinforcement. The relationships to determine the volumetrically loaded concrete recommended by regulations in many countries have been obtained based on this very formula. However, the gained new experimental materials evidence that the Eq. (4) does not always allow to get a valid result.
This is caused by many reasons. One of them is inaccuracies in determination of lateral strain
in which
where
A similar dependence was proposed in [15].
Regarding such approach as conceptually correct, it is worth mentioning a quite limited range of CFST cross section diameters, where usage of relationships (6) allows to obtain a result acceptable for practical purposes. According to this formula, first,
Considering the results of the research [16], the coefficient
where
This formula does not need any limitations in a quite wide range of
Another reason of the results obtained by the Eq. (4) not always corresponding to experimental data is the value of the coefficient of lateral pressure
Some of researches recommend considering this point. For example, in the research [18] it was correctly mentioned that, other factors being equal, the value of the coefficient of lateral pressure decreases while this pressure increases. A formula is recommended for its determination
However, recently a formula of J. Mander has been used more frequently than others [19].
This formula was received based on the results of statistical processing of a large amount of experimental data and is usable for not only medium- but also high-strength concrete with
However, two main disadvantages of the Eq. (9) should be mentioned. First, lateral pressure
Processing of a number of experimental data evidences the existence of a stable relationship between
The appropriate formulas are used in Chinese Technical Code for CFST structures (GB50936–2014).
Two methods to assess state of stress in a steel shell are known. The first one hypothesizes that a steel tube acts only transversely in limit state. In this case, the axial direction compression in the steel shell
In the limiting state, the stress intensity in the steel shell reaches the yield point. During the central compression of a short CFST element, the steel shell experiences a compression-tension-compression stress state. Radial compressive stresses in the wall of steel tubes with
where
Then the stress
Let us mention that the Eq. (12) is correct for thin-shell tubes when d/δ ≥ 40. These very tubes are generally used as steel shells for CFST.
The hoop stresses averaged by thickness in the steel shell for thin-shell tubes can be expressed through the lateral pressure by the following relationship with accuracy sufficient for practical calculations
Consequently, the axial direction compression in the steel shell depend on its yield stress
The literature review shows that obtaining a reliable formula for determining the strength of volumetric compressed concrete of CFST elements is not an easy task. Most often, empirical formulas, which have significant limitations depending on the conditions of carried out experiment, are used. In case of structural changes or the use of new types of concrete and steel grades, other formulas will be needed. In this case, it is necessary to correctly determine the lateral pressure of a steel tube
In this regard, it is important to obtain theoretically based, universal formulas for determining
where
The average values of strength of normal concrete, calculated with a reliability of 50%, correspond to the coefficients
The analysis of relationship (14) shows that with high levels of sidework (with
Inserting the Eq. (14) into the Eq. (5) and performing some transformations, we will obtain:
where
Using the relationship (12) and performing some little manipulations, we can write the Eq. (12) as follows
The formula for
It is obvious that the total axial force received by concrete and steel with standard cross-section depends only on relative lateral pressure
Diagrams of changes of relative compressive forces received by concrete (1) and the steel shell (2) and their sum (3) depending on
Figure 1 shows that the graph of the total force change has a maximum point. The maximum compressive force can be found from the equation
As a result of solving Eq. (19), the following formula was obtained
Thus, the necessary formulas to calculate the strength of a short centrally loaded CFST have been received.
The construction of CFST columns can be improved by placing spiral reinforcement in the concrete core (Figure 2). This will have a positive effect on the strength and survivability of columns. A spiral, installed at some distance from the inner surface of the steel tube, can also increase the fire resistance of columns. Experimental studies [10, 11, 20] confirm the high efficiency of such structures.
Reinforce concrete filled steel tube column construction.
The widespread practical use of reinforced CFST columns is constrained by the lack of reliable methods for determining their strength. In work [12], a numerical finite element analysis of the load resistance of compressed CFST elements with spiral reinforcement was carried out. But empirical formulas were used here to determine the strength of concrete and lateral pressure on concrete in the limiting state.
The strength of short centrally compressed reinforced CFST column can be determined by formula:
where
Under the action of axial compressive force
First, the load resistance of a spirally reinforced concrete element that does not have an external steel tube is considered. As a result, the strength of concrete with confinement reinforcement
To determine the strength of the concrete core
The value of relative lateral pressure
where
where
The following formula for calculating the value
in which,
The value
where
The values of coefficients of transverse deformations
Then the strength of spirally reinforced concrete core
The lateral pressure on the concrete from the steel tube acts outside the diameter of the spiral
Depending on
In order to simplify the calculations it is offered to use the averaged design compressive strength of concrete core
where
The stress
in which
The compressive stress in the longitudinal reinforcement
In a number of earlier published works it is shown that the most reliable calculations of the bearing capacity of CFST columns, taking into account their design features, can be carried out on the basis of nonlinear deformation model. The calculation sequence of similar designs for deformation model is in detail stated in [16].
The calculations are based on the assumptions specified in the EN 1992-1-1 standard. They are listed in the introduction. While processing the experimental data the values of random eccentricity are taken three times less than the values recommended by standards for design purposes. Thus, the centering of the samples along the physical axis is taken into account.
The calculation is based on the relationships between stresses and strains for the concrete core
Tension of steel tube and concrete core of the central compressed CFST column: a – scheme of loading; b – at low loading levels; c – at high loading levels.
At the first stage, the deformation diagrams of the concrete core and the steel tube are constructed for the axial direction of the element. For this purpose, the load resistance of a short centrally compressed CFST element is considered. Load is imposed quickly. The concrete core is considered as a transversely isotropic body. The steel tube is considered to be an isotropic body. In the tube the stresses arise in the axial, circumferential and radial directions –
Curvilinear deformation diagrams are accepted for the concrete core. The coordinates of vertex of each diagram depend on the lateral pressure on the concrete from the steel tube. It is assumed that with an increase of the compressive force
Branch of concrete deformation charts at step-by-step strengthening of axial deformations: 1 - uniaxial compression, 2,3 - volume compression at the intermediate stages of deformation; 4 - volume compression in a limit state.
The coordinates of vertex of each diagram determine the strength of the concrete core (uniaxially compressed
There are many proposals for determining the strain
Let’s show how one can get the corresponding formula based on the phenomenological approach.
Figure 5 shows the stress–strain diagram of compressed concrete, corresponding to the maximum reached stress and compare it with the uniaxial compressed concrete diagram. It follows from the above that the initial modulus of elasticity
The graphs of deformation for uniaxial compressed (1) and volume-compressed (2,3) concrete.
The strain
Elastic strain
Plastic strain
where
The parameter
Thus, the total deformation of the volume-compressed concrete at the maximum stress is determined by the formula
The performed statistical analysis showed that the best match with the results of the experiments corresponds to a value of
where
According to the recommendations of [21] the ultimate strain of a volume-compressed concrete is determined by the formula
where
When coordinates of parametric points of the deformation charts of volumetrically compressed concrete are known, it is possible to calculate the bearing capacity of CFST columns based on the deformation model analysis.
To construct the diagrams
The analytical relationship between strains and stresses for any point of the concrete core is written in the form of a system of equations:
The elastic–plastic properties of concrete are taken into account by the coefficients of elasticity
The values of the intensity of stresses and strains are calculated using the well-known formulas of solid mechanics. Using the coefficients of elasticity
The stress state of a steel tube obeys the hypothesis of a uniform curve [22]. In accordance with this hypothesis, the dependence
The initial diagram
Generalized calculation diagram of steel, operating under conditions of complex stress state.
Parameter of diagram | Steel classes according to the set of rules Russia - SP 16.13330.2018 | |||||
---|---|---|---|---|---|---|
S245, S255 | S285 | S345, S345К, S375 | S390 | S440 | S590, S590К | |
0,80 | 0,80 | 0,80 | 0,90 | 0,90 | 0,90 | |
0,92 | 0,92 | 0,92 | 1,00 | 1,00 | 1,00 | |
1,70 | 1,70 | 1,70 | 1,70 | 1,70 | 1,70 | |
1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | |
14,0 | 15,0 | 16,0 | 17,0 | 17,0 | 18,0 |
Coordinates of characteristic points of the generalized steel deformation diagram, constructed in the axes
Communication between strains and stresses for any point of an external steel shell in elastic and elasto-plastic stages can be presented the following equations system:
Here
The stresses and strains acting on the principal planes are used in Eqs. (37) and (38). Experiments show [16] that in the stage of yield Chernov-Luders lines appear on the surface of the steel tube. These lines are angled 45° to the longitudinal axis of the CFST. Therefore, shear stresses and shear strains are equal to zero here.
The stress–strain states of the concrete core and steel tube largely depend on the values of the coefficients of transverse strain and the coefficients of elasticity of the materials. Therefore, their reliable determination is very important when calculating the strength of CFST columns. Formulas for calculating these coefficients are given in work [16].
The solution of the Eqs. (37) and (38), taking into account the joint deformation of concrete and steel tube, allows obtaining the formula for calculating the lateral pressure
in which
When the strain
After that we compare the last value of strain
Upon termination of calculations we receive arrays of numerical data for deformation charting of concrete core
At the second stage, the bearing capacity of the eccentrically loaded CFST element is calculated. The design scheme of the normal section of element is shown in Figure 7.
Design model of the normal section of the CFST element deformations of the normal cross section is designed, corresponding to the equilibrium condition of the calculated element. In order to develop such a diagram it is required to find the corresponding value of the strain of the least compressed (stretched).
In the calculation process, the deformation of the most compressed fiber of the concrete core
The normal section of the calculated element is conditionally divided into small sections with areas of concrete
The origin of coordinates is aligned with the geometric center of the element’s cross section. If the Bernoulli hypothesis is observed, there is a strain in the center of each section of concrete and steel tube. With known strains, the corresponding stresses are determined according to the results of the first stage of the calculation. The stresses are assumed to be evenly distributed within each section of concrete and steel tube. After each step of strain
in which
When both equilibrium conditions are met, the value of the compressive force
The problem of determining the strength reduces to finding the value of the strain of the most compressed fiber
The proposed method makes it possible to limit the axial strains of the columns. It is known from experiments that the strain of compressed CFST elements can reach 5 ÷ 10% [16]. With such strains, the operation of the columns of the buildings becomes impossible. Thus, excessive strain can determine the ultimate limit state of the CFST column. The maximum permissible values of these strains can be set by a structural engineer, depending on a specific design situation for a designed building or a structure.
Due to the complex nature of load resistance of CFST columns, in design practice, as a rule, the simplified methods of calculation of their bearing capacity are used. At that, flexibility is usually taken into account by the coefficient of longitudinal bending, determined according to empirical relationships. In the monograph we consider the deformation calculation of CFST column bearing capacity.
A rod of a circular cross-section with a constant length, loaded by a compressive force N applied to the ends with the same initial eccentricity
The scheme of a compressed rod deformation.
According to the known positions of structural mechanics, if we apply force N along the axis that coincides with the physical gravity center of an elastic rod cross-section, the rod will remain a rectilinear one until the force reaches the value of the critical load Nu corresponding to the moment of stability loss. Only after that the middle part of the rod will receive the corresponding deflection
A bending moment
where
With the increase of the bending moment, the strength of a compressed rod normal section decreases, which must be taken into account during the calculation. On the other hand, the axial load increase to a critical value in the columns of great flexibility can lead to a very significant increase of transverse deformations - the loss of stability of the second kind. With a certain transverse deflection, the compressive load reaches a maximum value, after which its decrease is observed with a further deflection increase (Figure 9). At the same time, the strength properties of materials from which the column is made will not be implemented fully.
The dependence of compressive force on deflection
The main assumptions that are directly relevant to this study are the following ones:
the calculation is based on the theory of small displacements;
the shear deformations are neglected in comparison with the bending deformations of the rod axis;
the distribution of deformations along a cross section corresponds to the hypothesis of plane cross sections.
The flexibility of the column is determined for the reduced cross-section. For the base case under consideration, this flexibility can be approximated by the following formula:in which
It is recommended to calculate the stiffness
where
Flexibility can have a significant effect on the load capacity of compressed elements when the condition
where
The compressive stress in the longitudinal reinforcement
The calculation is based on the step-iteration method. During the second stage, an eccentrically loaded compressed element is divided along its length into n equal segments, at that
The design scheme of a flexible pipe-concrete column: a - the decomposition of the compressed rod along the length; b - distribution diagrams of concrete relative deformations in Section 2 and 3.
The area of one rod of longitudinal reinforcement is
At each step, the relative deformation of the least compressed (stretched) fiber
where N is the longitudinal compressive force corresponding to the accepted deformation diagram;
Cross-section stiffnesses
The effect of longitudinal bending is taken into account via the eccentricity of the longitudinal force increase by the amount of rod deflection
where
An improved deflection value
The numerical solution of the problem of calculating the deflection [16] with the number of partitions n = 6 allows us to obtain the following formula
where
The problem under consideration is solved as follows. The deviations y of the longitudinal axis of the compressed rod from the vertical are calculated in the sections at the boundaries of each segment into which an element is divided with the deflection found in the first approximation according to the formula
Then the distribution of the relative deformations is established for these cross-sections, using the Eqs. (49) and (50) and by the replacement of
the equilibrium of the normal section, i.e. the observance of equalities by the Eqs. (49) and (50);
the constancy of the longitudinal force value, which is assumed to be the same as for the mean most stressed section.
Let’s note that the stiffness characteristics
After the determination of
They record the value of the compressive longitudinal force
According to the proposed method, the algorithm for estimate the stress–strain state and calculate the load-bearing capacity of compressed concrete filled steel tube elements was developed and this algorithm was implemented in the computer program. The results of the calculations are compared with the experiment data of CFST samples made of normal concrete. These data were obtained by many researchers for 569 experiments with short centrally compressed columns, 512 flexible centrally compressed columns and 292 eccentrically compressed elements.
Experimental data was taken from research works [16, 23, 24].
In order to obtain more objective information, the experimental data of samples were analyzed with a large range of geometric and structural parameter variation:
an outer diameter of an outer steel shell −
the thickness of an outer steel shell wall −
the yield point of a shell steel −
the prismatic strength of the initial concrete −
various concretes (normal, ultrahigh-strength, pre-stressing);
length to diameter ratio
the relative eccentricity of the longitudinal force
The results of the comparison show a completely satisfactory coincidence of experimental destructive loads with theoretical values (Table 2).
Type of tested elements | No of tests | Average Test/Calculate | Stand. Deviation Test/Calculate |
---|---|---|---|
Short No Moment | 569 | 1.04 | 0.068 |
Long No Moment | 512 | 1.08 | 0.077 |
Long and Short with Moment | 292 | 1.06 | 0.072 |
The overall | 1373 | 1.07 | 0.073 |
Summary of Comparison of Calculated Bearing Capacity with Experimental Data.
The data in Table 2 show a good agreement between theory and practice.
According to the results of the data of work [23], the calculations according to Eurocode 4 (EN 1994-1-1: 2004) have a slightly worse accuracy. However, the main advantage of the proposed calculation method is its versatility. In particular, when using this method, one can take into account the presence of a high-strength rod and (or) spiral reinforcement, the effect of preliminary lateral compression of the concrete core [16]. The research work [13] verified the acceptability of the EN 1994-1-1: 2004 method for calculating the strength of compressed CFST made of various types of concrete: normal, ultrahigh-strength, self-compacting, light-weight concretes and engineered cementitious composite. It is concluded that the calculation accuracy is satisfactory only for normal concrete. The proposed method makes it possible, with an appropriate selection of the material coefficients
Based on the results of the carried out analysis, the following values of the coefficients of materials for various types of concrete can be recommended:
for fine grained and for ultrahigh-strength concrete –
for self-compacting concrete –
for lightweight concrete and for engineered cementitious composite –
Given recommendations are preliminary and need to be clarified, since they have been obtained on the basis of processing a very limited amount of experiments.
The analysis of the results of the carried out researches shows that there are very significant advantages of the nonlinear deformation model in comparison with the currently used methods for calculating the bearing capacity of CFST columns. The proposed calculation method takes into account the complex stress state of the concrete core and steel tube, which is constantly changing with increasing load, and the physical and geometric nonlinearity of the structure. In the course of the calculation, it is possible to obtain a clear picture of the stress–strain state of the structure at various stages of loading.
The main dependences for finding the strength and strain characteristics of a concrete core and a steel tube are obtained phenomenologically. They correspond to the basic principles of solids mechanics. The resulting formulas are more universal than empirical dependencies. For example, they are true for different types of concrete. In principle, the developed method is applicable for calculating the bearing capacity of composite columns with various cross-sectional shapes and various variants of reinforcement of a concrete core. Differences in designs are easily taken into account when developing calculation algorithms for specific tasks.
The use of a multi-point method for constructing the diagrams of concrete deformation allows improving the accuracy of calculations. Previously, these diagrams were accepted either for uniaxially compressed concrete, or for volumetrically compressed concrete at the stage of ultimate equilibrium of the structure. In the first case the value of the bearing capacity turned out to be underestimated, and in the second case - overestimated.
The proposed criterion for achieving the bearing capacity of CFST columns is important for practical calculations. The use of this criterion makes it possible to identify the cases when the strength properties of a concrete core cannot be fully used. Calculation by the method of limiting efforts does not always reflect the physical essence of the process and can lead to significant errors.
From the point of view of modern concepts of solid mechanics, steel-reinforced concrete structures refer to nonlinear and non-equilibrium deformable systems. The feature of such system calculation is the need to refine the values of the existing forces and displacements consistently, since the internal forces and the rigidity of the structures are interdependent.
The proposed method of CFST load capacity calculation allows to take into account these features. Considering flexibility the higher stiffness of the compressed rod is taken into account at the sites located closer to its supports. In this regard, it is obvious that the correct implementation of this method in practice will allow to obtain more reliable calculation results in comparison with the currently used semi-empirical approach.
Besides, this method makes it possible to perform the calculations of normal cross section and stability strength from a unified point of view. During the calculation, it is possible to track (in terms of longitudinal deformation value) the completeness of concrete and steel strength property use. If the material deformations reach the maximum permissible values, it can be concluded that the strength of the structures is lost. If this is not observed in the loss of the load-bearing capacity of the structure, a conclusion can be made about the loss of stability of the second kind.
It is especially important, that the proposed method with an appropriate refinement can be used for calculating the compressed structures made of various constructional materials.
One more important circumstance should be noted. It is known that in CFST columns, even before the onset of complete loss of bearing capacity, axial deformations can reach excessively large values at which the operation of real structures becomes impossible. In these cases, the limiting deformation can become dominant, determining ULS. In this regard, during the calculation of bearing capacity the axial deformations of the compressed CFST elements should be limited. This approach can be implemented only when calculating with the use of a nonlinear deformation model of reinforced concrete.
The proposed method can be effectively used to calculate long-term load columns [25].
A new technique to determine the strength of compressed CFST was proposed. Based on the known principles of deformation calculation, it takes into account the specific features of CFST adequately. The methodology uses new dependencies to determine the strength and the ultimate deformation of a concrete core, as well as the way of concrete deformation diagram development. It allows to perform the combined calculation of CFST strength, taking into account their flexibility and the calculation of possible stability loss. There is no need for an empirical formula to determine the critical force proposed by modern design standards for composite structural steel structures in the practical application of the method.
The versatility of this method should be emphasized separately. The method is acceptable for CFST columns made of various types of concrete using various technologies.
The practical use of the proposed method gives a reliable estimate of the stress–strain state and the strength of concrete filled steel tube columns.
Ove Odredbe i uvjeti ističu pravila i regulacije u svezi korištenja IntechOpenove stranice www.intechopen.com i svih poddomena u vlasništvu IntechOpena, tvrtke sa sjedištem u 5 Princes Gate Court, London, SW7 2QJ, Ujedinjeno Kraljevstvo.
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\\n\\nKompanija, tvrtka, mi, naše odnosi se na tvrtku IntechOpen;
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\\n\\nMi koristimo kolačiće. Korištenjem IntechOpenove stranice slažete se s korištenjem kolačića u skladu s IntechOpenovom Politikom privatnosti. Većina modernih, interaktivnih stranica koristi kolačiće kako bi omogućila ponovno pronalaženje korisničkih detalja kod svakog posjeta. Na našoj stranici kolačići se uglavnom koriste kako bi omogućili funkcionalnost i olakšali posjetiteljima korištenje stranice.
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\n\nSljedeća terminologija odnosi se na Odredbe i uvjete, te na sve naše ugovore:
\n\nKlijent, stranka, vi, vaš odnosi se na vas, osobu koja pristupa ovoj stranici i prihvaća IntechOpenove Odredbe i uvjete;
\n\nKompanija, tvrtka, mi, naše odnosi se na tvrtku IntechOpen;
\n\nStranke, strane odnosi se na klijenta i na nas, ili samo na klijenta ili nas.
\n\nSve odredbe koje se odnose na ponudu, prihvat ili razmatranje plaćanja, a za koja mi pružamo asistenciju klijentu, bilo na ugovoreni ili fiksni način, a s ciljem da se ostvare potrebe i želje klijenta u svezi s našim uslugama, su podložne zakonskim odredbama Ujedinjenog Kraljevstva.
\n\nOsim ako nije suprotno navedeno, IntechOpen i/ili svi davatelji licence vlasnici su intelektualnog vlasništva nad svim materijalima na www.intechopen.com. Sva prava intelektualnog vlasništva su pridržana. Stranice sa www.intechopen.com možete gledati, preuzimati, dijeliti, dijeliti poveznice i printati za osobnu uporabu, a temeljem pravila sadržanih u ovim Odredbama i uvjetima.
\n\nMi koristimo kolačiće. Korištenjem IntechOpenove stranice slažete se s korištenjem kolačića u skladu s IntechOpenovom Politikom privatnosti. Većina modernih, interaktivnih stranica koristi kolačiće kako bi omogućila ponovno pronalaženje korisničkih detalja kod svakog posjeta. Na našoj stranici kolačići se uglavnom koriste kako bi omogućili funkcionalnost i olakšali posjetiteljima korištenje stranice.
\n\nIntechOpen ili njegovi suradnici niti u jednom slučaju neće biti odgovorni za štete (štete uključuju gubitak podataka ili profita, druge poslovne prekide, te sve ostale štete) koje nastanu zbog korištenja materijala na IntechOpenovoj stranici ili nemogućnosti da se iste koriste, čak i ako je IntechOpen ili njegov predstavnik o takvoj šteti obaviješten pismenim ili usmenim putem. Neke jurisdikcije ne dozvoljavaju ograničenja garancija ili ograničenja obveza za posljedične ili slučajne štete pa se u tom slučaju ova ograničenja možda ne odnose na vas.
\n\nMaterijali koji se pojavljuju na IntechOpenovoj stranici mogu sadržavati manje greške, tipfelere ili fotografske greške. IntechOpen može napraviti promjene na bilo kojem materijalu koji se nalazi na stranici u bilo koje vrijeme.
\n\nIntechOpen nije formalno povezan niti s jednom vanjskom stranicom čije poveznice vode na www.intechopen.com, osim ako to nije izravno navedeno. Iz tog razloga IntechOpen nije odgovoran za sadržaj koji se pojavljuje na takvim stranicama. Poveznica na IntechOpenovu stranicu ne implicira povezanost sa IntechOpenom. Korištenje takvih poveznica isključiva je odgovornost korisnika.
\n\nZadržavamo pravo vlasništva nad cjelokupnom stranicom www.intechopen.com i nad svim materijalom na toj stranici. Koristeći se našim uslugama, slažete se da maknete sve poveznice na našu stranicu odmah nakon što to od vas zatražimo. Također, zadržavamo pravo da ove Odredbe i uvjete, i politiku o poveznicama izmjenimo u bilo koje vrijeme. Koristeći se poveznicama na naše stranice slažete se s ovim Odredbama i uvjetima.
\n\nAko smatrate da je bilo koja poveznica na našoj stranici sumnjiva iz bilo kojeg razloga, molimo vas da nas kontaktirate. U tom slučaju razmotrit ćemo micanje poveznice s naše stranice, iako nismo obvezni to napraviti.
\n\nBez prethodne privole i izričite pisane dozvole, ne možete stvarati okvire oko naših stranica ili koristiti druge tehnike koje na bilo koji način mogu promijeniti prezentaciju ili izgled naše stranice.
\n\nIntechOpen može ove Odredbe izmijeniti u bilo koje vrijeme i bez prethodne obavijesti. Koristeći ovu stranicu vi se slažete s trenutnim Odredbama i uvjetima koje su na snazi.
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His studies in robotics lead him not only to a PhD degree but also inspired him to co-found and build the International Journal of Advanced Robotic Systems - world's first Open Access journal in the field of robotics.",institutionString:null,institution:{name:"TU Wien",country:{name:"Austria"}}},{id:"441",title:"Ph.D.",name:"Jaekyu",middleName:null,surname:"Park",slug:"jaekyu-park",fullName:"Jaekyu Park",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/441/images/1881_n.jpg",biography:null,institutionString:null,institution:{name:"LG Corporation (South Korea)",country:{name:"Korea, South"}}},{id:"465",title:"Dr",name:"Christian",middleName:null,surname:"Martens",slug:"christian-martens",fullName:"Christian Martens",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:null},{id:"479",title:"Dr.",name:"Valentina",middleName:null,surname:"Colla",slug:"valentina-colla",fullName:"Valentina Colla",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/479/images/358_n.jpg",biography:null,institutionString:null,institution:{name:"Sant'Anna School of Advanced Studies",country:{name:"Italy"}}},{id:"494",title:"PhD",name:"Loris",middleName:null,surname:"Nanni",slug:"loris-nanni",fullName:"Loris Nanni",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/494/images/system/494.jpg",biography:"Loris Nanni received his Master Degree cum laude on June-2002 from the University of Bologna, and the April 26th 2006 he received his Ph.D. in Computer Engineering at DEIS, University of Bologna. On September, 29th 2006 he has won a post PhD fellowship from the university of Bologna (from October 2006 to October 2008), at the competitive examination he was ranked first in the industrial engineering area. He extensively served as referee for several international journals. He is author/coauthor of more than 100 research papers. He has been involved in some projects supported by MURST and European Community. 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Delac received his B.Sc.E.E. degree in 2003 and is currentlypursuing a Ph.D. degree at the University of Zagreb, Faculty of Electrical Engineering andComputing. His current research interests are digital image analysis, pattern recognition andbiometrics.",institutionString:null,institution:{name:"University of Zagreb",country:{name:"Croatia"}}},{id:"557",title:"Dr.",name:"Andon",middleName:"Venelinov",surname:"Topalov",slug:"andon-topalov",fullName:"Andon Topalov",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/557/images/1927_n.jpg",biography:"Dr. Andon V. Topalov received the MSc degree in Control Engineering from the Faculty of Information Systems, Technologies, and Automation at Moscow State University of Civil Engineering (MGGU) in 1979. He then received his PhD degree in Control Engineering from the Department of Automation and Remote Control at Moscow State Mining University (MGSU), Moscow, in 1984. From 1985 to 1986, he was a Research Fellow in the Research Institute for Electronic Equipment, ZZU AD, Plovdiv, Bulgaria. In 1986, he joined the Department of Control Systems, Technical University of Sofia at the Plovdiv campus, where he is presently a Full Professor. He has held long-term visiting Professor/Scholar positions at various institutions in South Korea, Turkey, Mexico, Greece, Belgium, UK, and Germany. And he has coauthored one book and authored or coauthored more than 80 research papers in conference proceedings and journals. His current research interests are in the fields of intelligent control and robotics.",institutionString:null,institution:{name:"Technical University of Sofia",country:{name:"Bulgaria"}}},{id:"585",title:"Prof.",name:"Munir",middleName:null,surname:"Merdan",slug:"munir-merdan",fullName:"Munir Merdan",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/585/images/system/585.jpg",biography:"Munir Merdan received the M.Sc. degree in mechanical engineering from the Technical University of Sarajevo, Bosnia and Herzegovina, in 2001, and the Ph.D. degree in electrical engineering from the Vienna University of Technology, Vienna, Austria, in 2009.Since 2005, he has been at the Automation and Control Institute, Vienna University of Technology, where he is currently a Senior Researcher. 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Aalborg University has Two Satellite Campuses, one in Copenhagen (Aalborg University Copenhagen) and the other in Esbjerg (Aalborg University Esbjerg).\n· He is a member of prestigious IEEE (Institute of Electrical and Electronics Engineers), and IAENG (International Association of Engineers) organizations. \n· He is the chief Editor of the Journal of Software Engineering.\n· He is the member of the Editorial Board of International Journal of Computer Science and Software Technology (IJCSST) and International Journal of Computer Engineering and Information Technology. \n· He is also the Editor of Communication in Computer and Information Science CCIS-20 by Springer.\n· Reviewer For Many Conferences\nHe is the lead person in making collaboration agreements between Aalborg University and many universities of Pakistan, for which the MOU’s (Memorandum of Understanding) have been signed.\nProfessor Akbar is working in Academia since 1990, he started his career as a Lab demonstrator/TA at the University of Sussex. After finishing his P. hD degree in 1992, he served in the Industry as a Scientific Officer and continued his academic career as a visiting scholar for a number of educational institutions. In 1996 he joined National University of Science & Technology Pakistan (NUST) as an Associate Professor; NUST is one of the top few universities in Pakistan. In 1999 he joined an International Company Lineo Inc, Canada as Manager Compiler Group, where he headed the group for developing Compiler Tool Chain and Porting of Operating Systems for the BLACKfin processor. The processor development was a joint venture by Intel and Analog Devices. In 2002 Lineo Inc., was taken over by another company, so he joined Aalborg University Denmark as an Assistant Professor.\nProfessor Akbar has truly a multi-disciplined career and he continued his legacy and making progress in many areas of his interests both in teaching and research. 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This problematic is particularly relevant with medical imaging data, where linear techniques are frequently unsuitable for capturing variations in anatomical structures. In many cases, there is enough structure in the data (CT, MRI, ultrasound) so a lower dimensional object can describe the degrees of freedom, such as in a manifold structure. Still, complex, multivariate distributions tend to demonstrate highly variable structural topologies that are impossible to capture with a single manifold learning algorithm. This chapter will present recent techniques developed in manifold theory for medical imaging analysis, to allow for statistical organ shape modeling, image segmentation and registration from the concept of navigation of manifolds, classification, as well as disease prediction models based on discriminant manifolds. We will present the theoretical basis of these works, with illustrative results on their applications from various organs and pathologies, including neurodegenerative diseases and spinal deformities.",book:{id:"7342",slug:"manifolds-ii-theory-and-applications",title:"Manifolds II",fullTitle:"Manifolds II - Theory and Applications"},signatures:"Samuel Kadoury",authors:null},{id:"52886",doi:"10.5772/65903",title:"Head Pose Estimation via Manifold Learning",slug:"head-pose-estimation-via-manifold-learning",totalDownloads:1793,totalCrossrefCites:4,totalDimensionsCites:3,abstract:"For the last decades, manifold learning has shown its advantage of efficient non-linear dimensionality reduction in data analysis. 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Recently, bioinspired systems have been successfully employing biomechanics to develop and improve assistive technology and rehabilitation devices. The research topic "Bioinspired Technology and Biomechanics" welcomes studies reporting recent advances in bioinspired technologies that contribute to individuals\' health, inclusion, and rehabilitation. Possible contributions can address (but are not limited to) the following research topics: Bioinspired design and control of exoskeletons, orthoses, and prostheses; Experimental evaluation of the effect of assistive devices (e.g., influence on gait, balance, and neuromuscular system); Bioinspired technologies for rehabilitation, including clinical studies reporting evaluations; Application of neuromuscular and biomechanical models to the development of bioinspired technology.',coverUrl:"https://cdn.intechopen.com/series_topics/covers/8.jpg",hasOnlineFirst:!1,hasPublishedBooks:!0,annualVolume:11404,editor:{id:"144937",title:"Prof.",name:"Adriano",middleName:"De Oliveira",surname:"Andrade",slug:"adriano-andrade",fullName:"Adriano Andrade",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRC8QQAW/Profile_Picture_1625219101815",biography:"Dr. Adriano de Oliveira Andrade graduated in Electrical Engineering at the Federal University of Goiás (Brazil) in 1997. 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