3D Digital Simulation for Material Damage Mechanism Identification in a Railway Carriage Pressure Vessel 3D Digital Simulation for Material Damage Mechanism Identification in a Railway Carriage Pressure Vessel

Digital simulation approaches applied to railway engineering allow to investigate different railway scenarios via 3D digital twins of real objects, motion simulation, and collision detection to identify the root causes of critical damage and estimate the most likely sources of railway accidents. In this work, a digital simulation approach is applied to a real catastrophic train accident in which a railway carriage carrying a pressure vessel collided with an obstacle that generated a cut in the pressure vessel casing. This cut initiated a liquefied petroleum gas leakage that expanded in the environment and caused the explosion and blaze responsible for human casualties. Traditional railway accident reconstruction procedures identified two potential objects accountable for the cutting of the pressure vessel casing: a wing rail and a track reference stake. Based on digital terrain models and reconstructed models of the railway carriage, 3D digital simulation scenarios were created to detect every possible collision of the pressure vessel with the infrastructure environment and investigate whether the shape of the cut in the pressure vessel wall fits the damage visible on the obstacles and whether the interference between obstacle and pressure vessel wall could generate the chip through an interaction similar to metal cutting.


Introduction
The employment of digital simulation approaches in railway engineering enables to explore various railway scenarios through the use of 3D digital twins of real objects, motion simulation, and collision detection, which represent valuable tools to detect the original causes of critical damage and estimate the most liable sources of railway accidents.
In a real catastrophic train accident, a railway carriage carrying a pressure vessel collided with an obstacle that generated a cut in the casing of the pressure vessel, initiating a liquefied petroleum gas leakage that expanded in the environment and caused the explosion and fire responsible for a high number of human casualties.
The utilization of traditional railway accident reconstruction procedures allowed to recognize two objects potentially accountable for the cutting of the pressure vessel casing: a wing rail and a track reference stake. In this work, based on digital terrain models and reconstructed models of the railway carriage obtained via reverse engineering, different 3D digital simulation scenarios are created, allowing to move and rotate the carriage interactively, as well as to examine the accident scene from different points of view, with the aim to detect every possible collision of the pressure vessel with the infrastructure environment. The scope of the 3D digital simulation employment is to investigate whether the form of the cut in the pressure vessel wall fits to the damage visible on the two potential objects accountable for the cutting of the pressure vessel casing and whether the interference between object and pressure vessel wall could generate the chip through an interaction similar to metal cutting.

Catastrophic train accident description and reconstruction
On the 29th of June 2009, around midnight, a catastrophic train accident occurred in the train station of Viareggio, Italy [1]. The train was a freight train with 14 carriages carrying pressure vessels filled with liquefied petroleum gas. After the accident, the whole train divided up into five separated parts: part 1 was the locomotive, still upright on the rails; part 2 was carriage no. 1, reversed on its left side; part 3 consisted of 2 carriages, nos. 2 and 3, still connected to each other and reversed on their left side; part 4 consisted of 2 carriages, nos. 4 and 5, still connected to one another and reversed on their left side; and part 5 was subdivided into two halves: the first half of part 5 consisted of five carriages, from carriage no. 6 to carriage no. 10, connected to each other and derailed but not reversed. The second half of part 5 consisted of four carriages, from carriage no. 11 to carriage no. 14, connected to each other and upright on the rails.
Each carriage carrying a pressure vessel had a front bogie and a back bogie; each bogie had a first (front) axle and a second (rear) axle [2][3][4].
The train derailment was caused by the sudden failure of the second axle of the front bogie of carriage number 1 [5,6]. The axle breakage was caused by rotating flexural fatigue, determining a fatigue crack extension up to more than 65% of the axle resisting section. Figure 1 [6] shows that the axle was fractured externally with respect to the left wheel (Figure 1a), and this failure was the original cause of the train derailment. Figure 1b illustrates the characteristic fatigue failure of the fracture surface of the axle on the wheel side: presence of a smooth area related to the slow propagation of the fatigue crack (upper zone in the image) and of a rough area of rapid failure of the residual axle section (lower zone in the image). The same characteristic fatigue failure is observable on the matching axle fracture surface on the axle box side.
As regards the right wheel of the second wheelset (rear) of the front bogie of carriage no. 1, the right extremity of the axle did not break, but clear signs of corrosion are evidenced at the fillet between the axle extremity, called axel spindle, with a smaller diameter, and the axle zone with a larger diameter for shrink fitting of the wheel. Figure 2 shows the bogie model Y25 mounted on the pressure vessel carriages composing train no. 50325, with indication of some of its components, including the axle boxes. Due to a fatigue crack in its final development phase transversally with respect to the wheelset axle, the vertical rigidity of the axle box supported by the axel spindle was notably reduced up to reaching a nonequilibrium condition of the vertical forces pressing the wheels on the rails. The surmounting of the rail occurred due to a notable reduction of the vertical force acting on the right front wheel, diagonally opposed to the force acting on the weakened axle spindle (left rear wheel).
Under these conditions, the transversal (horizontal) force acting on the right front wheel, which was no longer loaded downward by a sufficient vertical force, was high enough to  make the wheel climb over the top of the rail, causing the derailment of the front wheelset of the first bogie of carriage no. 1. The derailment start was located at km 120 + 265, next to Viareggio station entry when coming from the north (from Genoa station). Figure 3 shows the traces of the initial phase of the derailment and in particular: (a) the start of the surmounting of the rail by the right front wheel of the first bogie of carriage no. 1. (b) The sleepers cut by the left wheel and the sidewalk curb abraded by the right front axle box of the first bogie of carriage no. 1. Figure 4 shows the relative positions, after the derailment, of carriage no. 1, the rotated front bogie, the right front axle box abrading the sidewalk curb, and the abraded sidewalk curb. The derailed bogie rotated around its axis in clockwise direction with respect to the vertical axis in a reference system consistent with the train.
Near the end of the sidewalk, in the southward direction (toward Pisa station), there is a walkway at grade endowed with a slanted ramp ( Figure 5). Until the walkway at grade, the derailed carriage had been guided by the sidewalk curb that acted on the highly abraded right front axle box just like a grinding wheel on a workpiece in a grinding process.  Upon arriving at the slanted ramp of the walkway at grade, the front bogie of carriage no. 1, deprived of the guide provided on its right by the curb of the sidewalk and still pulled by the locomotive, engaged the slanted ramp with the right wheel of the first wheelset, climbing on the sidewalk and leaving on it the trace of the wheel flange as shown in Figure 5.
The upward movement of the carriage due to the climbing provoked its overturning on its left side in the train motion direction, as described below.  Few meters after the end of the walkway at grade, the curb material, made of granite up to that point, changed into a concrete structure that completely crumbled under the action of the wheel due to much lower strength of the concrete material (see Figure 6).   beginning of the superstructure zone wrecked by the "plowing" mechanism of the track, as shown in Figure 7.
When, at the end of the overturning phase, carriage no. 1 crashed onto the infrastructure, it presented the remaining wheelset still mounted on its first bogie with its axis slightly slanted forward and the wheel, originally on the left side in the train motion direction, stuck under the sleepers; as the carriage proceeded its course under these conditions, the track was plowed according to the mechanism illustrated in Figure 8.
After the end of the plowing zone, the carriage continued to slide on its left side along the railway superstructure.
3. Cut on the tank shell of carriage no. 1 and elements potentially responsible for the opening of the cut In the final phase of the accident, shortly before carriage no. 1 finally ended its course, an external body present on the railway superstructure hit the pressure vessel and opened the cut on the tank shell shown in Figure 9.
From this cut, the liquefied petroleum gas came out in liquid phase under pressure and started the liquid-gas phase transformation, creating a gaseous cloud that expanded in the environment. After about 190 s, accidental causes determined the ignition of the gaseous cloud and the catastrophic consequences of the accident. Figure 10 shows the aerial view of the accident scenario with indication of the potentially responsible elements that could have generated the cut on the tank shell through a mechanism similar to the action of a metal cutting tool. The positions of the elements are reported in more details in Figure 11.
• Track reference stake no. 23, found under the pressure vessel at about 7 m from the back bumper of carriage no. 1.  • Track reference stake no. 24, found at about 3 m before the back bumper of carriage no. 1.
• Wing rail and check rail [2][3][4] that may have been hit by diverse components of the rolling stock.

Track reference stake nos. 23 and 24
It is worth mentioning that a track curve reference stake is made of a chunk of rail anchored in a concrete plinth grounded in the ballast so that the reference stake protrudes vertically out of the ground level with an elevation 5 cm higher than the highest rail of the track curve. The function of the track reference stakes is to allow for the periodical checking of the correct geometry of the track curve next to which they are installed. To perform this checking, a technician periodically controls that the internal edge of the highest rail of the  In Figure 12, the transverse section of a track curve reference stake is shown illustrating the variation of the degree of danger as a function of the impact direction of a moving body against the track reference stake. In the figure, two possible impact directions are considered: the one of maximum degree of danger, parallel to the lower surface of the rail chunk and the other of minimum degree of danger, perpendicular to the lower surface of the rail chunk. For intermediate impact angles, the danger increases going from a perpendicular impact to a parallel impact with reference to the lower surface of the rail chunk. In the latter case, the extremely high contact forces due to the sharp configuration of the corner of the lower surface of the rail chunk can easily determine the cutting of the sheet metal of the impacting tank shell.    Figure 13 shows the rear view of carriage no. 1 in the accident scene and the positions of track reference stake nos. 23 and 24; the two track reference stakes are 10 m apart, as set by the technical regulations of the Italian railways. Figure 14 shows the front view of carriage no. 1 where it can be seen that the front bumper lies on the right rail in the train motion direction of track no. 4.
In Figure 15, a detail of track reference stake no. 24, found under the tank of carriage no. 1 almost completely buried in the track ballast, is shown. The sharp corner of the lower surface of the rail chunk, making up the track reference stake, appears highly abraded with its abraded metal surface still not subjected to oxidization. This confirms that the abrasion process, due to sliding against the carriage, was very recent during the examinations carried out in the accident scenario.   Figure 16 shows track reference stake no. 24 after its extraction from the ballast: there are no traces of flexural deformation evidencing that the track reference stake had been solely rotated in a rigid way on its plinth during its knocking down under the impact action of the pressure vessel of carriage no. 1. Moreover, the figure shows the notable extension of the abrasion of the sharp corner of the lower surface of the track reference stake [6].
In Figure 17, a detail of track reference stake no. 23 knocked down by the pressure vessel of carriage no. 1 about 10 m after track reference stake no. 24 had been hit is shown. The track reference stake no. 23 was found under the tank, and its sharp corners did not show significant traces of abrasion. At the moment of impact against track reference stake no. 23, the carriage was by then almost steady and therefore endowed with a much lower kinetic energy with respect to the moment of impact against track reference stake no. 24.

3D Digital modeling and simulation analysis to identify the element responsible for the cut
To identify the element that generated the cut in the tank shell of carriage no. 1 through a mechanism similar to the action of a metal cutting tool, an approach based on 3D digital modeling and simulation was employed [7].
Digital simulation allows to investigate different scenarios through the use of 3D digital twins of real objects, motion simulation and detection of interferences, which are useful to identify the root causes of the critical cut damage on the tank shell. Within the digital simulation scenarios, it was investigated whether the form of the cut in the pressure vessel fits to the damage found on the elements potentially accountable for the cutting of the tank shell and whether the interference between elements and tank shell could generate the chip through an interaction similar to metal cutting.
The 3D digital twins of the railway carriage and the elements potentially accountable for the cutting were obtained by acquiring the geometry and shape of the real parts and reconstructing their digital models via a reverse engineering (RE) procedure [8][9][10].
RE is the process of acquiring the geometry and shape of a part and reconstructing its digital model. The first stage of the RE procedure, i.e., digital data acquisition, can be carried out by means of several different tools [9,11]. In this case, a time-of-flight laser sensor and a portable laser scanner with high accuracy were employed for scanning the railway carriage and the surrounding elements.
4.1. Track reference stake no. 23 exclusion and track reference stake no. 24 initial confirmation In Figure 22, the directions of the impact between the tank of carriage no. 1 and track reference stake nos. 23 and 24 are evidenced. It is worth recalling that the tank first hit the track reference stake no. 24 and afterward the track reference stake no. 23.
During the interaction with track reference stake no. 24, which was hit first, the tank, under the action of the applied forces, initiated a rotational motion around a vertical axis, as endorsed by the arched shape of the cut on the tank shell. Figure 23 illustrates the motion of tank carriage no. 1 when, after hitting track reference stake no. 24, it proceeded to hitting track reference stake no. 23. The rotation of the carriage around the vertical axis was about 5 clockwise for an observer looking at the scene from above.  Figure 24 shows a series of details of the core zone of railway switch 13B. The scene refers to the zone around the wing rail and the check rail as it appeared after the accident, where the following elements were found:

Check rail exclusion
• The anchorage bracket of carriage no. 1, sitting at about 3.5 m beyond the position of the wing rail.
• A chunk of the right-side axle box, in the train motion direction, of the first (front) wheel set no. 85890 of the front bogie, i.e., the axle box which remained mounted on carriage no. 1 after the second (back) wheel set no. 98331 of the front bogie was detached.
• Part of the sheet metal billboard welded on the side of carriage no. 1 for the application of transport documentation.  • The manganese plates making up the kinematic surface on which the axle boxes slide with respect to the axel guard All these wreckages demonstrate that the body, which strongly deformed the check rail, was an axle box that was practically destroyed during the impact (Figure 25). Figure 26 shows two of the three chunks of the right axle box of the first wheelset of the front bogie of carriage no. 1, whereas Figure 27 shows the digital model of the fragment of Figure 26b obtained by reverse engineering reconstruction based on geometry acquisition with a structured light optical sensor.  The front part of the right axle box-right side in the train motion direction-of the front wheel set was greatly abraded by the granite of the sidewalk curb that acted on the right front axle box just like a grinding wheel on the workpiece in a grinding process (Figures 26b  and 27).
The realization of the digital twins of the check rail and the right axle box of the first wheel set of the front bogie of carriage no. 1, obtained by reverse engineering reconstruction based on geometry acquisition with a structured light optical sensor, allowed to reconstruct under simulation the kinematics of the impact between axle box and check rail, as illustrated in Figure 28a. Figure 28b shows the traces of damage on the check rail, which confirm the kinematics illustrated in Figure 28a.
It is, therefore, evident that the damage on the check rail cannot be related to the opening of the cut on the tank shell of carriage no. 1.

4.3.
Initial confirmation of both wing rail and track reference stake no. 24 Figure 29 shows the digital model of the tank of carriage no. 1, obtained by reverse engineering reconstruction based on geometry acquisition with a time-of-flight laser sensor. The digital model highlights the incidence angle of the cut that varies during progressing of the cutting process. The incidence angle is the angle between the generatrix of the cylindrical body of the tank and the straight-line tangent to the outline of the cut at the point of intersection between generatrix and cut. Figure 30 shows the photograph of the cut present on the tank shell of carriage no. 1 (Figure 30a) and the corresponding digital model obtained by reverse engineering reconstruction based on geometry acquisition with a time-of-flight laser sensor (Figure 30b).
By examining the digital models of Figures 29 and 30b, it can be noted that the cut starts with an incidence angle of 5.1 and ends with an incidence angle of 9.8 . Accordingly, the rotation of the tank around a vertical axis, as illustrated in Figure 12, was about 5 .
In Figure 31, the digital model of the wing rail, obtained by reverse engineering reconstruction based on geometry acquisition with a structured light optical sensor, is reported in side view ( Figure 31a) and longitudinal view (Figure 31b). It can be noted that the blunted surface of     Figure 32c and d, respectively.
The analysis of the diverse relative positions of the wing rail and the cut opening shows a geometrical compatibility between the two digital models during the cutting process.
The same simulation was carried out by considering the damage caused by track reference stake no. 24, the digital model of which, realized by reverse engineering reconstruction based on geometry acquisition with a structured light optical sensor, is reported in Figure 34. The figure shows a view from the head side ( Figure 34a) and from the flange side (Figure 34b) of the rail chunk making up the track reference stake, evidencing the highly abraded sharp corner. Figure 35 shows the simulation of the interaction between track reference stake no. 24 and side of the tank shell of carriage no. 1, comprising the following phases: (a) initial contact between track reference stake and tank shell side, (b) penetration into the tank shell    Figure 35c and d, respectively.
Also the analysis of this simulation confirms the geometrical compatibility between the shape of track reference stake no. 24 and the opening generated by its cutting action on the tank shell,  Thus, the analyses of the damage generation process, carried out by simulating the relative displacements between the deformed zone of the tank shell and the possible responsible elements encountered by carriage no. 1 during the accident, evidenced that both wing rail  and track reference stake no. 24 could be geometrically compatible with the shape of the cut on the tank shell.

Wing rail final exclusion
However, the previous simulation analyses were limited to the verification, from a geometrical point of view, of the local compatibility of the elements possibly responsible for the cut opening with the shape of the cut on the tank shell, without taking into account the positions assumed by the entire tank carriage during the cut generation process.
Therefore, the simulations were newly performed by considering the complete digital models of tank carriage no. 1 (Figure 37).
The positions assumed by tank carriage no. 1 during its impact against the elements possibly responsible for the cut were analyzed in the framework of the railway infrastructure with particular reference to the wing rail and track reference stake no. 24 (Figure 38a and b).
Under the hypothesis of tank shell cutting by the wing rail, Figure 39 shows diverse visualizations of the positions assumed by the tank carriage no. 1 during the cutting phases corresponding to Figure 32c and 33a. Figure 40 shows the views of the positions assumed by tank carriage no. 1 under the hypothesis of tank shell cutting by the wing rail corresponding to Figures 32d and 33b.
This simulation evidences a macroscopic interference between tank carriage no. 1 and the railway infrastructure that looks particularly evident in the more advanced phase of the cutting process, where the overlap between the tank carriage and the railway infrastructure is clearly visible (Figure 40).
Accordingly, even if from a geometrical point of view, the interaction between wing rail and tank shell is locally compatible with the cut shape, the carriage, in order to allow for the generation of the entire cut opening, should have assumed positions that are not compatible with the railway infrastructure. Furthermore, it must be considered that the final phase of the cutting process, consisting in the sliding of Figure 32d, was determined on the tank shell by an Figure 36. Details of the phases of the cutting action by track reference stake no. 24 corresponding to the position of (a) Figure 35c and (b) Figure 35d.
object with a sharpened corner shape and not with a blunted corner shape such as the one of the wing rail ( Figure 31).
It can thus be stated that the wing rail cannot have been the cause of the cut opening on the tank shell side.   In particular, the results refer to the following phases of the cutting process: initial contact (Figures 35a and 41, penetration (Figures 35b  and 42), cutting (Figures 35c and 43), and sliding (Figures 35d and 44). The simulations took into account the yielding of track reference stake no. 24, which under the impact action by the tank vessel, was tilted till it knocked down sideways ( Figure 35).
The simulation results show that, under the hypothesis of tank shell cutting by track reference stake no. 24, no interference is evidenced between tank carriage no. 1 and the railway infrastructure during the tank shell cutting process.
Accordingly, the tank of carriage no. 1, already overturned on its left side, impacted with its front part against track reference stake no. 24, which started the cutting action by penetrating for a certain depth inside the tank shell and continued to cut the sheet metal of the tank shell till it exited from the cut opening after its knocking upon yielding of the ballast where it was grounded.      During the last phase of interaction, track reference stake no. 24, reversed on the track ballast, could not continue its cutting action on the sheet metal of the tank shell; however, it stuck out of the ground enough to be able to mark the tank shell with a long scratch starting from the end of the cut opening. During this final phase, the sliding between tank shell and track reference stake no. 24 determined the abrasion of the sharp edge of the stake, as evidenced in Figure 37. Figure 46 shows diverse views of the position of track reference stake no. 24 during the final sliding phase against the tank shell.  It can thus be stated that the track reference stake has been the actual cause of the cut opening on the tank shell side.

Conclusions
With reference to a real catastrophic train accident where a railway tank carriage, carrying a pressure vessel filled with liquefied petroleum gas, collided with an obstacle that generated a cut in the tank shell, causing a gas leakage with consequent explosion and fire responsible for a high number of human casualties, traditional railway accident reconstruction procedures identified two potential objects accountable for the cutting of the pressure vessel shell-a wing rail and a track reference stake.
In this work, based on digital terrain models and reconstructed models of the railway carriage and the objects possibly responsible for the cut damage on the tank shell, 3D digital simulation scenarios were created, allowing to position and rotate the carriage interactively to detect every possible collision of the pressure vessel with the infrastructure environment. The scope was to investigate whether the form of the cut in the pressure vessel fits to the damage found on the objects potentially accountable for the cutting of the tank shell and whether the interference between object and shell could generate the resulting metal chip, found in the tank, through an interaction similar to a metal cutting operation.
The digital simulation of the developments of the collision between railway tank carriage and infrastructure allowed to observe the potential carriage displacements during the accident from any angular viewpoint. The interference related to collisions between railway tank carriage and the objects in the infrastructure environment potentially responsible for the cut opening was highlighted, allowing to identify the most likely root cause of the catastrophic railway accident.
The analyses of the cut damage process carried out by simulating the relative displacements between the deformed zone of the tank shell and the objects possibly responsible for the cut provided the evidence that two such objects, i.e., a wing rail and a track reference stake, could be geometrically compatible with the shape of the cut.
However, the analyses were limited to the verification, from a geometrical point of view, of the local compatibility between each object and the shape of the cut shape on the tank shell, without taking into account the positions assumed by the entire tank carriage during the cut generation process.
Thus, the simulations were newly performed by considering the complete digital models of the railway tank carriage. The positions assumed by this tank carriage during the simulated impact against the objects possibly responsible for the cut were analyzed with particular reference to the wing rail and the track reference stake in the infrastructure environment.
Under the hypothesis of cut damage determined by the wing rail, the simulation of the positions assumed by the tank carriage during the cutting phases evidences a macroscopic interference between tank carriage and the railway infrastructure that looks particularly evident in the more advanced phase of the cut opening process, where the overlap between the tank carriage and the railway infrastructure is clearly visible.
Accordingly, even if from a geometrical point of view, the interaction between wing rail and tank shell is locally compatible with the cut shape, the carriage, in order to allow for the generation of the entire cut opening, should assume positions that are not compatible with the railway infrastructure. Furthermore, it must be considered that the final phase of the cutting process, consisting in the sliding against the pressure vessel shell, was determined on the tank shell side by an object with a sharpened corner shape and not with a blunted corner shape such as the one of the wing rail. It can thus be stated that the wing rail cannot have been the cause of the cut opening on the tank shell.
Under the hypothesis of cutting caused by the track reference stake, the simulations of the positions assumed by the railway tank carriage during the cutting phases show that no interference is established between tank carriage and the railway infrastructure during the cut opening process of the tank shell.
Accordingly, the tank of the railway carriage, already overturned on its left side, impacted with its front part against the track reference stake. The latter started the cutting action by penetrating for a certain depth inside the tank shell and continued to cut the sheet metal of the tank shell till it exited from the cut opening as it knocked down upon being removed from the ballast where it was grounded.
During the last phase of interaction, the track reference stake, reversed on the track ballast, could not continue its cutting action on the sheet metal of the tank shell; however, it stuck out of the ground enough to be able to mark the tank shell with a long scratch starting from the end of the cut opening. During this final phase, the sliding between tank shell and track reference stake determined the abrasion of the sharp edge of the stake. It can thus be maintained that the track reference stake has been the actual cause of the cut opening on the tank shell side.
As described in Section 3.1, the traditional system for railway track curve geometry periodic checking is based on the installation of reference stakes made of rail chunks grounded in the ballast every 10 m next to the track curve to be checked and protruding vertically out of the ground level. This practice poses a major hazard due to the presence of permanently installed vertical rail chunks characterized by sharp corners that, in case of impact against rail carriages for transportation of dangerous goods or of passengers, can cause considerable damage or even provoke catastrophic events.
The introduction of alternative track positioning and control systems, capable to provide more advanced solutions for safer conditions in the railway infrastructure and operations, is highly desirable to avoid future disastrous accidents of the kind reported in this work. One such alternative system is represented by the railway surveying system already introduced by the national railways in Germany and Norway [12]. Its operation requires the setting, along the track of interest, of topographic reference points, the position of which is previously determined through a precision polygon. Through traditional topographic methods, these points are subsequently referred to by the points materialized through fastening devices, incorporated in the concrete basis of the poles or portals of the electric power line, for the positioning of the measuring instrument. A main advantage of this alternative system over the traditional track positioning and control system is that the track axis is referred to an absolute coordinate system, which allows for the "free" positioning of the measurement station outside the influence of the train movement, without interference with the railway operation. A further major advantage is that there is no more need for track reference stakes: this notably reduces the installation costs, due to the much smaller number of low cost reference points, as well as the complete elimination of sharp corner rail chunks permanently standing in the railway infrastructure, thus providing a vital improvement in the railway operational safety.