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Article

Development of a Runaway Vehicle Protective Barrier System Using Simulation and Full-Scale Crash Testing

1
The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai 201804, China
2
School of Transportation Engineering, Tongji University, Shanghai 201804, China
3
Postdoctoral Station of Mechanical Engineering, Tongji University, Shanghai 201804, China
4
Shandong High Speed Zibo Development Co., Ltd., Zibo 255000, China
5
Shandong Expressway Group Co., Ltd. Lude Branch Engineering Maintenance Department., Dezhou 253000, China
*
Author to whom correspondence should be addressed.
Sustainability 2023, 15(3), 1925; https://doi.org/10.3390/su15031925
Submission received: 12 November 2022 / Revised: 9 January 2023 / Accepted: 16 January 2023 / Published: 19 January 2023
(This article belongs to the Section Sustainable Transportation)

Abstract

:
Effective road safety plays an important role in achieving sustainable development goals worldwide. A large number of accidents occur on roads every year, resulting in countless losses of people, vehicles, and roads; as such, the problem of loss of vehicle control has increasingly attracted the attention of scholars. Different vehicle protective measures, such as increasing the friction of tires or applying energy-absorbing materials, have been applied; however, their application is not yet fully effective. In this paper, a flexible protective barrier system is proposed for the protection of runaway vehicles, which can successfully stop the vehicle and ensure the safety of passengers. At the same time, the system can be recycled, which means that costs can be saved, to a certain extent. Accurate finite element simulation and real vehicle tests are conducted to verify the effectiveness of the protective system. The proposed flexible protection system is found to be effective in intercepting different types of runaway vehicles, while no major damage occurred to the vehicle itself, thus indirectly ensuring the safety of the occupants. The research lays a foundation for subsequent road safety protection and maintenance of sustainable development.

1. Introduction

Road safety is one of the fundamental requirements for achieving sustainable development goals, as outlined in documents published by a number of organizations, including the World Health Organization [1], the European Commission [2], and the Ministry of Transport [3]. These documents clearly express the importance of planning and designing road safety facilities. Incidents on the road often result in unpredictable consequences, including a series of losses involving rescue personnel, vehicles, and road safety measures after the collision [4]. Among these accidents, loss of vehicle control is one of the critical reasons for serious crashes, and vehicle braking problems is one of the 10 key factors leading to the loss of vehicle control [5].
There can be many types of runaway vehicles on the highway, including but not limited to sedan cars, large buses, medium trucks, and even heavy trucks. Stopping a runaway vehicle without it impacting a hard object, such as a rigid barrier or sharp steel barrier, is the ideal option. There have been many studies on the impact of concrete barriers on Honda vehicles [6], Chevrolet pickup trucks [7], single-unit trucks [8], and tractor-semitrailers [9], which can cause serious damage to vehicles and occupants. Existing runaway vehicle deceleration measures can be roughly divided into four categories: a steep slope type, relying on the vehicle’s own gravity; an arrangement of sand and gravel for deceleration; an arrester-bed type; or a flexible interceptor rope or interception network structure. Several studies [10,11,12] have reported effective tire controls for out-of-control vehicles, such as setting up gravel or fine sand to increase friction to stop vehicles. In addition, flexible devices are characterized by a high ratio of energy-dissipating ability to mass, and have been widely used for interception protection of fighter planes on aircraft carriers [13,14] and protection against falling rocks in mountainous areas [15,16]. The flexural interception structure is usually composed of a cable net or ring net, which bears the direct impact of the impacting object, transmitting stresses to the connecting components.
The dragnet system [17] developed by Hudson, an American company, has attracted extensive attention. It uses energy absorbers and a series of staggered nets to stop runaway vehicles. However, the same interception resistance is adopted for different out-of-control vehicles, which may cause the situation that a small car has a serious impact, while a big car cannot be stopped, and the net needs to be replaced each time, resulting in wasted resources. Therefore, the development of a vehicle protective barrier system that is suitable for different vehicles and can be reused repeatedly is particularly important.
Based on the existing protective measures for runaway vehicles, a protective barrier system for different types of vehicles is proposed in this paper, which realizes different interception resistance control through adjustment of the worm-type damper. Finite element simulation (using LSDYNA) was conducted to optimize the parameters of the protective barrier system. Then, the effectiveness of the protective system was evaluated through a real vehicle crash test, and the accuracy of the simulation was verified. This study innovatively includes different interception resistance and interception methods according to different runaway vehicles, in order to basically achieve effective interception while maximizing the safety of passengers in the vehicle. Five sets of real impact tests and further accurate finite element simulations provide effective data support in the vehicle safety field. However, it should be noted that the effective interception of heavy high-speed vehicles still requires extensive and in-depth research. The article is dedicated to the contribution that the proposed protective barrier system can make to road safety, as well as to sustainable development.

2. Design of the Runaway Vehicle Protective Barrier System

For a runaway vehicle, the protective barrier system should first make its speed reduce to zero; that is, to be able to successfully stop the vehicle. Secondly, the passengers in the car should be protected; namely, the maximum acceleration of the runaway vehicle interception should not exceed the limit that the human body can withstand. Finally, the protective system should be able to be repeatedly recycled in order to reduce costs. Therefore, based on the above characteristics, an effective protective barrier system is developed that can produce different interception forces for different impact vehicles.
The protective barrier system is mainly made up of worm-type variable dampers and an arresting net, as shown in Figure 1 and Figure 2, respectively. The former consists of the planetary gear, brake drum, synchronizing shaft, and worm, while the latter is composed of multiple arresting cables. The planetary gear is used to drive the worm to extend and exert pressure on the expanding friction plates, thus increasing the rotational resistance of the drum-type winding wheel and gradually increasing the stopping resistance. When the expansion friction plate and the winding wheel reached the maximum dynamic friction, the arresting resistance reached its maximum value. The initial resistance of the arresting cable can be set by adjusting the initial position of the worm.
In order to facilitate the connection, positioning, and suspension of the arresting net, the damper adopts a vertical double drum parallel design. The upper and lower two arresting cables can be synchronized to extend the interceptor cable, in order to keep the arresting net elevation such that an effective arresting state is always maintained, while providing a more powerful arresting force. A double-drum damper was set up on the ground, with a total of four arresting cables, arranged as shown in Figure 2. The damper and the arresting net were connected by pulleys. In addition, the synchronous shaft used in the previous equipment was retained, in order to ensure that both sides of the extension arresting cables were balanced and did not deviate from the direction, thus developing a new type of equipment that can adjust the mechanism of the cable force and extend the arresting cables synchronously.
When the arresting cable wrapped by the drum damper is dragged out by the vehicle, the resistance consists of three parts: the inertial resistance generated by the rotation of the damper, the impact resistance generated by the impact on the blocking net, and the braking resistance of the damper itself, defined as per Equation (1):
F = Z + F g + F c ,
where Z denotes the damper braking resistance, Fg denotes the inertial resistance caused by the rotation of the damper, and Fc denotes the impact resistance generated by the impact on the arresting net.
The three arresting forces are calculated as shown in Equations (2)–(5):
Z = Z 0 + a 0 t V d t ,
where Z0 is the initial resistance of the dampers and 0 t V d t is the length X of the arresting cable being pulled out:
F g = J ω R ,
where J is the moment of inertia of the drum roller as it rotates around the center of its cylinder, R is the radius of the drum, and ω is the angular acceleration of drum collision, and:
ω = V 0 R Δ t ,
F C = m V 0 Δ t ,
where V0 is the speed of the vehicle before it reaches arresting net I, m is the mass of the arresting net, and Δt is the time of collision.
According to Equations (2)–(5), the variable arresting resistance F of a single damper can be written as per Equation (6):
F = Z 0 + a 0 t V d t + ( J R 2 + m ) V 0 Δ t .
According to Equation (6), the resistance F provided by the dampers in this project is not a constant force but, instead, a variable closely related to the collision speed and intercept time; namely, F(V, t, Z0, a, m, J,).
The initial arresting net material was made of high-strength flexible fabric with a diameter of 20 mm. In the actual high-speed collision test, the high impact forces often caused the fabric to break, resulting in failure of the actual vehicle arresting test. Therefore, all subsequent tests of the arresting net were in the form of 50 mm diameter woven wire rope net (the size was finally determined after a large number of test experiments), consisting of steel wire, rope core, and grease. The wire rope was processed through a cold drawing process to give it high tensile strength and toughness, as shown in Figure 3. To ensure that the test results were not affected by the fracture of the arresting net, the arresting net was replaced after each test, the rope buckle removed, and the arresting net loosened from the end of the damper. The wire rope used by the arresting net was the same as that used by the damper.
A sedan car (Santana 2000, model: SVW7182CFI) produced in 2010 and a heavy truck (China heavy-duty truck) produced in 2013 were used as collision vehicles. The total mass of the sedan car was 1.48 t without ballast, and it had an overall length, width, and height of 4.61, 1.69, and 1.47 m, respectively. The total mass of the heavy truck was 49 t, and it had an overall length, width, and height of 11.55, 2.33, and 4.4 m, respectively. To reduce the cost of the experiment, secondhand vehicles were used as collision vehicles, but both vehicles were structurally intact as a whole and could still be driven on the road.

3. Proposed Method

3.1. Overview

Unlike other new roadway safety barriers, the proposed protective barrier system is unique in its material (i.e., flexible arresting net) and deformation (i.e., sliding of the support ropes and shackles). Meanwhile, the setting parameters of the protective system must be considered comprehensively for different types of runaway vehicles (i.e., different bumper and engine heights). The proposed method utilizes these unique features to achieve a favorable runaway vehicle protective barrier system through finite element simulation analysis. The proposed method includes 3 steps: (1) protective barrier system modeling (e.g., steel wire ropes, energy dissipating devices, connections, and vehicle); (2) setting the parameters of the arresting net under frontal impact (i.e., height and number of arresting nets); and (3) protective evaluation of runaway vehicle interception performance under different collision angles.

3.2. Establishment of the Protective Barrier System Model

Considering the expensive cost of crash tests using real vehicles, along with the rapid development of computer-aided engineering (CAE) techniques, numerical simulation has become a desirable approach in dealing with damage and stress analyses, following which the reliability of the results can be verified by comparison with actual tests. Meanwhile, in order to simulate the complicated behavior of the flexural arresting net—which is characterized by fast-speed impact, as well as highly geometrical non-linearities and contact behaviors between the components—the nonlinear finite element software LS-DYNA was used for the numerical simulation to represent the vehicle failure during the arresting process. The computer used for calculation is a small workstation with 24 cores and 512G running memory, which can meet the calculation requirements of LS-DYNA. The finite element model of the protective barrier system is depicted in Figure 4.
In order to simplify the calculation, only rigid wall modeling was used for the anti-collision wall. The steel wire ropes, including the support and anchor ropes, were modelled using discrete beam elements with cable material type (*MAT_CABLE_DISCRETE_BEAM), such that the ropes could be modeled as tension only and cannot take compression forces. After the mesh sensitivity analysis, the mesh size of the steel wire rope was determined to be 5 mm. Multiple steel wire ropes formed the arresting net. A bilinear elastoplastic model was used, with elastic and tangential moduli of 150 GPa and 150 MPa, respectively, and a yield stress of 1800 MPa.
The energy dissipation devices are the most important part of the flexible barrier protective system, which not only absorb most of the energy, but also limit the peak load of the connected steel wire rope through large elastic–plastic deformation. In the actual experiment, the energy dissipation effect was realized by extension of the arresting cable on the damper. In the simulation, the traditional modeling method of translational spring elements was abandoned in favor of the retractor, which was defined using the keyword *ELEMENT_SEATBELT_RETRACTOR, in order to achieve the effect of energy dissipation; that is, to provide a limiting force effect such that the arresting cable can be extended to the maximum when the arresting resistance reaches a threshold. Moreover, seatbelt slip-ring elements were adopted in order to better simulate the cable-and-pulley system, as shown in Figure 5. One-dimensional seatbelt elements (*MAT_SEATBELT) were placed on the inner and outer sides of the rigid wall, the initial length of which was determined according to the configuration of the barrier protective system. More specifically, on both inner sides of the rigid wall, the lengths of the seatbelt elements were estimated from the distance measures in the crash test without pulleys. On the outer side of the rigid wall, the lengths were determined based on the maximum elongation of the attached retractor devices. The coulomb static and dynamic friction coefficients were defined as 0.15 and 0.1, respectively [15].
In the vehicular crash simulation performed for this study, a 2001 Ford Taurus and 1996 Ford F800 were adopted (seen Figure 6), corresponding to the MASH Santana 2000 and China heavy-duty truck vehicles, respectively. The FE models of the 2001 Ford Taurus and 1996 Ford F800 were initially developed at NCAC and validated using frontal-impact tests [18,19]. The mass of the cargo inside the vehicle was adjusted to match the mass of the test model (i.e., 1.48 t for the small car and 49 t for the large truck). For the vehicular components, various element sectional types, including the beam, discrete, shell, solid, and mass elements, were included. For example, the engine and radiator of both vehicles were modeled with solid elements as well as the cargo box of the F800, while the bumpers, cabin, suspension, and wheels were modeled with shell elements. After the mesh sensitivity analysis, the most suitable mesh size was obtained for each component. The contact between the protective barrier system and the vehicle was defined as AUTOMATIC_SURFACE_TO_SURFACE. In addition, to capture the acceleration–time history of the vehicle during the impact process, the acceleration sensor (ELEMENT_SEATBELT_ACCELEROMETER) was set at the center of gravity of the vehicle. The initial speed of the vehicle was adjusted to 60 km/h using the keywords INITIAL_VELOCITY_GENERATION, and the friction coefficient between the vehicle tires and the ground was set to 0.25. Before the test, the mesh convergence of the vehicle and the arresting system were checked, and no major mesh defects were observed.
During the initial simulation, the arresting rope modeled with the beam unit did not break and the vehicle passed directly through the cable, thus not allowing for effective interception. In order to better simulate the contact between the arresting net and the runaway vehicle, outside the steel rope a shell unit was created. The shell unit outside the steel rope adopted the material *MAT_NULL (*MAT_009), in order to achieve contact effectiveness.

3.3. Determination of Parameters of the Arresting Net

In the process of protective barrier system modeling, the height of the lowest arresting net was considered to be adjusted properly, due to the difference in vehicle height. More specifically, when the arresting net was too high, the “lift the roof” phenomenon occurred; however, when the arresting net was too low, the vehicle was prone to overturning and rollover. In addition, the number of arresting nets was also evaluated, based on the different kinetic energy resulting from the mass and velocity of runaway vehicles.
The response of the protective barrier system subjected to collision from the same vehicle velocity (60 km/h) at 4 different heights of the lowest arresting net—namely, 500 mm, 600 mm, 700 mm, and 800 mm—was compared, in order to investigate the optimal arrangement of the protective barrier system (as sketched in Figure 7a). It can be clearly seen that, when the height of the lowest arresting net was greater than 600 mm, the small passenger vehicle’s bumper did not touch the arresting net and, therefore, a quick interception could not be achieved. The time-history curves of the rope force and the vehicular acceleration for the Ford Taurus vehicle are shown in Figure 8.
In the case where the height of the lowest arresting net was set to 800 mm, the arresting cable functioned at 0.022 s. Subsequently, a large interception acceleration was generated near 0.04 s, making the interception effect poor. For the case where the height of the lowest arresting net was set to 500 mm, the interception cable produced peak cable force at only 0.01s. The maximum interception acceleration occurred at 0.015s, following which the vehicle decelerated rapidly, exhibiting a favorable interception effect. It was also observed that the maximum interception acceleration was still below the maximum acceptable threshold for individuals. Therefore, for small passenger vehicles, the best interception effect was achieved when the lowest arresting net height was set to 500 mm. The same analysis was used to perform FE simulations of a single-unit truck F800 impacting the arresting net at 60 km/h. The use of only one arresting net (with different setting heights) did not effectively stop the F800. However, when the height of the lowest arresting net was set to 970 mm, the protective barrier system functioned quickly and produced a larger stopping acceleration. Therefore, the optimal stopping height for single-unit trucks was 970 mm. In addition, it is worth mentioning that both vehicles maintained an upright position and maintained contact with the barrier until their velocity decreased.
For the situation of a small passenger vehicle running out of control at high speed (120 km/h), the use of an arresting net allowed for effective interception, and the peak impact acceleration met the specified requirements. However, in the situation of the heavy truck (49 t), whether at low speed (60 km/h) or high speed (120 km/h), 1 arresting net could not stop the runaway vehicle (see Figure 7b).
The low-speed stopping process of the F800 with 3 arresting nets is shown in Figure 9, and the time histories of the rope force and energy in the vehicle barrier protective system at 60 km/h are shown in Figure 10. When the truck impacted the barrier system, the first arresting net took the lead and consumed the kinetic energy of the vehicle through its internal energy increase (i.e., deformation elongation). When the time was approximately 0.2 s, the second arresting net started to play a role; at this point, the first arresting net could continue to extend, thus realizing double interception of the runaway vehicle. When the time reached 0.6 s, the third net started to intercept, while the first 2 nets still continued to elongate, thus playing a concerted role in interception until the vehicle had been successfully intercepted. Other studies on the change in rope force can be found in Qin et al. [20], Yan et al. [21], and Ma et al. [22]. Unfortunately, the acceleration reached 417 m/s2, far beyond the maximum acceleration suitable for human limits. Therefore, for the high-speed impact of heavy trucks, there was no use in arranging additional arresting nets, and the simulation analysis was not continued. More specifically, the excessive kinetic energy caused by the high-speed overweight vehicle would still likely cause irreversible damage to the human body at the moment of contact with the protective system. It is worth noting that the low-speed, heavy vehicle still maintained an upright position after impacting and kept contact with the barrier until its velocity decreased. In addition, for heavy trucks with mass less than 49 t (i.e., 20 t and 30 t), protective system simulation of 3 arresting nets was carried out. The obtained results indicated that the designed protective system could play a good intercepting role, as the maximum acceleration was not more than 20 g in these cases.

3.4. Evaluation of Runaway Vehicle Interception under Different Collision Angles

Post-impact vehicular responses play an important role in assessing the potential risk of a protective barrier system. Considering that an actual out-of-control vehicle may not be able to hit the blocking system head-on, different angles of impact simulations need to be fully taken into account. Figure 11 shows the vehicle redirection characteristics for different impact angles of 10°, 15°, and 20°. Similar to the frontal impact of the runaway vehicle, the vehicle remained upright after the collision at the 3 different impact angles; however, the body inclined during the impact. More specifically, when the runaway vehicle struck the first and second arresting nets, the vehicle’s center of gravity rose vertically, where the rear wheels could rise by up to 0.31 m, as demonstrated in Figure 12. Afterwards, it was not until the runaway vehicle made contact with the third arresting net that the inclination angle was gradually reduced, and the vehicle eventually returned to its upright position. The reason for this may be that the kinetic energy of the runaway vehicle was still large when hit the rigid wall. When the vehicle body is about to roll over, the first arresting net plays a key role, producing a large interception acceleration and raising the center of gravity of the vehicle. It is not until the vehicle slows down that the third arresting net comes into play, restoring the original position of the vehicle’s center of gravity and successfully bringing the vehicle to a stop.
The time histories of the vehicular acceleration of the impacting truck are shown in Figure 13a. It can be observed that the acceleration curve associated with the impacting angle 10° was much smoother than the other curves. This is because the vehicle’s center of gravity deflection height was minimal when the F800 was impacted at an angle of 10°. In contrast, the acceleration curve associated with the impacting angles of 15° and 20° obviously fluctuated during the collision process. When the vehicle impacted with the protective barrier system, the peak acceleration at the different impacting angles reached 205 m/s2, 294 m/s2, and 312 m/s2, respectively, which all exceeded the recommended maximum acceleration. However, it is worth mentioning that the maximum acceleration under the 3 different impact angles was lower than the acceleration during the frontal impact (417 m/s2). Although all of the above scenarios may cause severe injuries to the human body and the vehicle, the protective barrier system was more effective in reducing the risk of occupants under an oblique impact than a frontal impact. In addition, the different peak values of vehicular acceleration occurred at the time when the head, front wheel, and body of the pickup truck contacted the rigid wall, respectively.

4. Experimental Test

4.1. Test Preparation

In accordance with the above analysis, different heights and numbers of arresting nets were set up to test two different vehicle types (sedan cars and large trucks), as shown in Figure 14. As there were no real passengers inside the runaway vehicle, a complete acceleration track system was applied. The ground beneath the arresting device was made of plain soil, crushed stone, and 37 lime earth.
The preparation for the test is shown in Figure 15. The acceleration system included the gravity tower and accelerated rail. The gravity tower provided acceleration energy for the vehicle by lifting and releasing a heavy box. The vehicle was placed on the traction rail located on the center line of the track, and the traction trolley on the rail was simultaneously connected to the chassis of the collision vehicle. When the truck reached the end of the track, the brake pads separated the wire rope and the traction trolley. Then, the vehicle completed acceleration and entered a short free-motion state and entered the protective barrier system to realize collision. Before the test, the radar speedometer was adjusted to allow the vehicle to reach the test speed and pass through the first arresting net. In addition, the China Orient Institute of Noise and Vibration INV3062-C6 was used for corresponding acceleration output, and the sampling frequencies were set at 100 kHz.

4.2. Test Results

As detailed the above analysis, five sets of real vehicle impact tests were used to test the effectiveness of the protective barrier system. The test properties are shown in Table 1.
Figure 16 and Figure 17 show the process diagrams and final vehicle deformation of the sedan car impacting the protective barrier system at low speed (60 km/h) and high speed (120 km/h), respectively. It can be seen that the protective system at both speeds allowed for an effective interception. In the low-speed interception test, the sedan car was safely decelerated to a complete stop with only one arresting net. The maximum acceleration in the interception process was 4.7 g, far below the maximum limit of 20 g. It is worth mentioning that the vehicle in the interception process remained upright during and after the collision and did not develop even a small angle of deflection. No damage to the cabin occurred during the interception of the vehicle, and no mechanical damage occurred to the vehicle around the cabin. In the high-speed interception test, one arresting net was still used, and the car was successfully intercepted, but the maximum interception acceleration increased to 16.4 g. Although the damage to the front of the car was relatively obvious, the proposed protective barrier system effectively played a very good protective role, considering the actual stopping effect and occupant protection, even for high-speed runaway cars. It is worth mentioning that the damper was intact, and the arresting cable could be recovered after the whole interception process. Therefore, compared with traditional deceleration measures, arresting devices can reduce the cost and facilitate recycling.
It is worth noting that, in order to verify the accuracy of the protective barrier system model, the inability of one arresting net to stop a low-speed (60 km/h) heavy vehicle was tested (Figure 18). Its deceleration process and acceleration with three arresting nets were analyzed, as detailed in Figure 9 and Figure 13b, respectively.
As analyzed in Section 3.3, when one arresting net was used, even if the speed of the heavy vehicle was only 60 km/h, it still could not be effectively intercepted. At this time, the vehicle speed after passing through the protection system was nearly 40 km/h. The left side of Figure 9 shows the finite element simulation process of a heavy truck impacting the arresting system composed of three arresting nets at low speed (60 km/h), while the right side showed the actual test impact process, and the two provide an effective comparison. Under the same time of impact, the interception position of the finite element vehicle was basically the same as that of the test vehicle. When three arresting nets were used, the protective barrier system effectively intercepted the runaway vehicle (60 km/h), and the movement of the vehicle and the degree of deformation of the arresting net in the simulation model agreed well with the crash test results. During the interception process, the vehicle body always remained upright, and the front end and body did not show large damage, basically remaining intact. The cabin area was not violated by impacting objects, and no mechanical damage occurred to the nearby car body.
In addition, the acceleration curves of the vehicle during the arresting process are shown in Figure 13b, which can be seen to be more consistent with the simulation. The results show that within 0.15 s, the acceleration amplitude in the simulation results increased to 430 m/s2, whereas the acceleration amplitude in the simulation increased to 417 m/s2, and the maximum error between the two was only 3%. The difference in the acceleration curves may be due to the fact that some energy was consumed by the breakage of the arresting net during the actual interception process, while the damage to the arresting cable was not considered in the simulation, causing the acceleration of the vehicle to be slightly greater than that derived from the actual test. It was thus concluded that the accuracy of the finite element model could be basically guaranteed, and the simulation method for the arresting process can be further used for future research. In addition, the protective system still continued to work, and the interceptor cable can be recovered to its initial state.
For test Ⅴ, although the designed protective barrier system hardly played a role due to the huge impact energy brought by the mass of nearly 50 t and the impact velocity of 120 km/h (preliminarily estimated at around 28,000 kJ), the real vehicle impact test was still carried out, and the test results are shown in Figure 19. The actual impact was as we expected, and the protection system did not play a role in stopping the heavy truck. The truck was finally stopped outside the protection system. In addition, the front end of the heavy vehicle was severely damaged, and the vehicle was almost scrapped. The vicinity of the cabin was invaded by a large amount of soil and vehicle debris, and massive damage occurred to the body around the cabin, seriously affecting the safety of the passengers inside the cabin.
Aside from the fifth test, the protection system was not damaged before and after interception for the other four groups. According to the actual arresting distance, the arresting cable was extended to different degrees, the damper could still work normally, and the elongated arresting cable could be recovered and used again.

5. Discussion

In summary, the simulation and experimental tests in this study basically accomplished three research goals. First, the proposed protection system was capable of stopping most runaway vehicles, except for extreme conditions (i.e., heavy vehicles at high speed). Finite element simulation software was used to optimize the design of the protective system, as well as to quantify the interception cable force of the protective system and the vehicle interception deceleration, which made it possible to match different interception protection systems to different vehicles. Second, although there were no real passengers in the tests, the data measured by the accelerometer reflected that the protective system can well-protect the safety of occupants in the vehicle, again except for extreme situations (i.e., heavy vehicles at high speed). Similar studies can be found in [23,24]. Although there was no dummy model, the acceleration sensor or deformation of the cabin can determine the injury situation of personnel. Third, the arresting cable could still be reused after interception, and no damage was made to the damper, which is convenient for subsequent large-scale promotion.
Further studies should include extending the experiment (i.e., different impact angles and more vehicle types), in order to probe the applicability of the protective barrier system. Although we carried out a lot of simulation in this aspect, real car impact tests are still relatively lacking. Similar real car impact tests [25] have typically adopted frontal impact, without considering the impact angle. For actual road runaway vehicles, although the impact angle specified in the specification is 20° [3], the actual impact angle may vary and future research should also evaluate the deformation, reuse, and interception effect of the protective system under different angles. It is worth mentioning that the case of eccentric impact between the vehicle and the arresting system also needs to be considered [26]. In addition, some extreme cases (e.g., overweight high-speed trucks) also need to be considered. Achieving successful interception and ensuring the safety of passengers in the vehicle has become an urgent problem to be solved by subsequent scholars.
Notably, the computational process of the simulation was very slow due to the complexity of the vehicle model. Therefore, subsequent simplification of the models can be considered in order to shorten the computation time based on the guaranteed test results [26,27].

6. Conclusions

In this paper, we proposed a new type of protective barrier system for the possible loss of vehicle control on actual roads, facilitating the development of flexible arresting facility research. Effective control of different runaway vehicles can be achieved by setting dampers with different arresting forces and arresting nets of different heights and numbers. Based on the use of finite element simulation software to model the protective system, several key parameters affecting the protective system were analyzed, such as the height of the arresting net and the number of arresting nets, and the performance of the protective system under different impact angles was also evaluated. Finally, real vehicle impact tests of sedan cars and heavy trucks were carried out, in order to further confirm the validity of the finite element model and lay a foundation for the subsequent analysis. Our main findings are as follows:
  • The proposed protective barrier system uses worm-type gears to drive the drum winding wheel rotation in order to achieve different interception forces applied for different runaway vehicles.
  • For sedan cars, the minimum height of the arresting net is recommended to be 500 mm and the number of arresting nets can be selected as only one (for speeds of 60–120 km/h). For heavy trucks, the minimum height of the arresting net is suggested to be 970 mm and three arresting nets are required to achieve effective interception.
  • Except for extreme cases (i.e., high-speed runaway vehicles with vehicle mass greater than 30 t), the protective system can better protect the safety of passengers in the vehicle; that is, the acceleration did not exceed 20 g.
  • The protective barrier system remained intact during the interception and the interceptor cable can be restored to its original state by wrapping it around the damper.
  • The accuracy of the finite element model was verified by comparison with the experimental results, which can be used for subsequent analysis.
  • Further research may include different impact angles and different vehicle types, in order to validate the effectiveness of the proposed protective barrier system. The work presented in the paper and the results of further research will help ensure the common safety of roads, occupants, and vehicles, thus helping to achieve sustainable development goals.

Author Contributions

Conceptualization, X.X.; methodology, X.D.; software, X.X.; formal analysis, X.X.; investigation, X.Z. and X.D.; resources, X.Z. and D.L.; data curation, X.X.; writing—original draft, X.X.; writing—review and editing, H.Z.; project administration, H.Z.; funding acquisition, D.L. and Z.L. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

Not applicable.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. World Health Organization. Fact Sheets on Sustainable Development Goals: Health Targets; World Health Organization Regional Office for Europe: Copenhagen, Denmark, 2017. [Google Scholar]
  2. European Comission. Towards a Sustainable Europe by 2030; European Comission: Brussels, Belgium, 2019. [Google Scholar]
  3. JTG B05-01; Standard for Safety Performance Evaluation of Highway Barriers. Ministry of Transport of the People’s Republic of China: Beijing, China, 2013.
  4. National Highway Traffic Safety Administration. Available online: https://www.nhtsa.gov (accessed on 1 September 2022).
  5. Ambrož, M.; Trajkovski, J.; Kunc, R. Decelerations of Passenger Vehicles on Gravel Arrester Beds. Sustainability 2020, 12, 1761. [Google Scholar] [CrossRef] [Green Version]
  6. Gong, A.; Ronald, S.H. Wood-Cement Particleboard: Impact Behavior and Potential Application in Crash Barriers. J. Mater. Civ. Eng. 2012, 24, 134–140. [Google Scholar] [CrossRef]
  7. Abdelkarim, O.I.; ElGawady, M.A. Performance of bridge piers under vehicle collision. Eng. Struct. 2017, 140, 337–352. [Google Scholar] [CrossRef]
  8. Sun, S.; Li, H.; Zhu, C.; Mei, K.; Jiang, H.; Sun, Y.; Huang, H. Study on the anti-collision performance of basalt fiber reinforced polymer beam–column guardrail. Compos. Struct. 2021, 276, 114588. [Google Scholar] [CrossRef]
  9. Cao, R.; Agrawal, A.K.; El-Tawil, S.; Wong, W. Numerical Studies on Concrete Barriers Subject to MASH Truck Impact. J. Bridg. Eng. 2020, 25, 04020035. [Google Scholar] [CrossRef]
  10. Capuano, F.A.; Heymsfield, E.; Li, N. Alternative arresting system design for truck escape ramps. Int. J. Crashworthiness 2017, 23, 618–626. [Google Scholar] [CrossRef]
  11. Zhao, X.; Liu, P.; Yu, Q.; Shi, P.; Ye, Y. On the Effective Speed Control Characteristics of a Truck Escape Ramp Based on the Discrete Element Method. IEEE Access 2019, 7, 80366–80379. [Google Scholar] [CrossRef]
  12. Sitkei, G.Y. Sinkage and Rolling Resistance of Wheels, Some new results on an old problem. Prog. Agric. Eng. Sci. 2015, 11, 85–94. [Google Scholar]
  13. Zhang, X.; Zhang, Y.; Wang, G.; Ma, W.; Duan, Y. Comparative Analysis of Different Cable of Electromagnetic Arresting Gear. In Proceedings of the 2017 20th International Conference on Electrical Machines and Systems (ICEMS), Sydney, Australia, 11–14 August 2017; pp. 1–6. [Google Scholar]
  14. Zhang, X.; Zhang, Y.; Liu, Y.; Ouyang, B.; Wang, G. Method of arresting cable tension control. J. Natl. Univ. Def. Technol. 2016, 38, 49–53. [Google Scholar]
  15. Zhao, L.; Yu, Z.-X.; Liu, Y.-P.; He, J.-W.; Chan, S.-L.; Zhao, S.-C. Numerical simulation of responses of flexible rockfall barriers under impact loading at different positions. J. Constr. Steel Res. 2020, 167, 105953. [Google Scholar] [CrossRef]
  16. Mavrouli, O.; Giannopoulos, P.G.; Carbonell, J.M.; Syrmakezis, C. Damage analysis of masonry structures subjected to rockfalls. Landslides 2016, 14, 891–904. [Google Scholar] [CrossRef]
  17. Dragnet catches trucks. Available online: https://trid.trb.org/view.aspx?id=575174 (accessed on 1 September 2022).
  18. Opiela, K.; Kan, S.; Marzougui, D. Development & Validation of a Finite Element Model for the 1996 Dodge Neon Passenger Sedan; Report NCAC 2007-T-007; National Crash Analysis Center, George Washington University: Ashburn, Virginia, 2008. [Google Scholar]
  19. Mak, K.K.; Menges, W.L. Testing of State Roadside Safety Systems Volume VIII: Appendix G—Crash Testing and Evaluation of the Single Slope Bridge Rail (ReportNo. FHWA-RD-98-043). 1998. Available online: https://static.tti.tamu.edu/tti.tamu.edu/documents/FHWA-RD-98-043.pdf (accessed on 1 September 2022).
  20. Qin, P.; Hou, X.; Zhang, S.; Zhang, S.; Huang, J. Simulation research on the protection performance of fall protection net at the end of truck escape ramp. Sci. Prog. 2021, 104. [Google Scholar] [CrossRef] [PubMed]
  21. Yan, S.; Fang, L.; Ma, L.; Jin, K. Net energy absorption system for a truck escape ramp. J. Vib. Shock. 2015, 34, 30–37. [Google Scholar]
  22. Ma, L.; Xie, F.; Zhang, R.; Zhou, Y.; Li, Z.; Yu, H.; Yue, R.; Yuan, J. Experiment and research on retecord escape ramp of meng-xin expressway. Highway 2009, 4, 46–51. [Google Scholar]
  23. Naish, B.A.; Burbridge, A. Occupant severity prediction from simulation of small car impact with various concrete barrier profiles. Int. J. Crashworthiness 2015, 20, 510–523. [Google Scholar] [CrossRef]
  24. Fragoso-Medina, O.; Velázquez-Villegas, F. Aluminum foam to improve crash safety performance: A numerical simulation approach for the automotive industry. Mech. Based Des. Struct. Mach. 2021, 1–15. [Google Scholar] [CrossRef]
  25. Chen, L.; Wu, H.; Fang, Q.; Li, R. Full-Scale Experimental Study of a Reinforced Concrete Bridge Pier under Truck Collision. J. Bridg. Eng. 2021, 26, 05021008. [Google Scholar] [CrossRef]
  26. Chen, L.; El-Tawil, S.; Xiao, Y. Reduced Models for Simulating Collisions between Trucks and Bridge Piers. J. Bridg. Eng. 2016, 21, 04016020. [Google Scholar] [CrossRef]
  27. AI-Thary, H.; Wang, Y.C. Simplified FE vehicle model for assessing the vulnerability of axially compressed steel columns against vehicle frontal impact. J. Constr. Steel Res. 2014, 102, 190–203. [Google Scholar] [CrossRef]
Figure 1. Worm-type variable cable force dampers: (a) design diagram; and (b) field test diagram.
Figure 1. Worm-type variable cable force dampers: (a) design diagram; and (b) field test diagram.
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Figure 2. Arrangement of the double roller dampers: (a) Design diagram; and (b) Field test diagram.
Figure 2. Arrangement of the double roller dampers: (a) Design diagram; and (b) Field test diagram.
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Figure 3. Arresting net.
Figure 3. Arresting net.
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Figure 4. Finite element model of the protective barrier system.
Figure 4. Finite element model of the protective barrier system.
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Figure 5. Seatbelt slip-ring element.
Figure 5. Seatbelt slip-ring element.
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Figure 6. FE models of the 2 vehicles used in crash simulations.
Figure 6. FE models of the 2 vehicles used in crash simulations.
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Figure 7. Arresting net parameter optimization.
Figure 7. Arresting net parameter optimization.
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Figure 8. Time-history curves of Ford Taurus in the safety performance evaluation.
Figure 8. Time-history curves of Ford Taurus in the safety performance evaluation.
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Figure 9. Comparison results of experimental test Ⅳ and simulation for impacting arrestor system: (a) sequential overhead images; and (b) the deformed truck after the collision.
Figure 9. Comparison results of experimental test Ⅳ and simulation for impacting arrestor system: (a) sequential overhead images; and (b) the deformed truck after the collision.
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Figure 10. Time histories of rope force and energy in the F800 protective barrier system at 60 km/h.
Figure 10. Time histories of rope force and energy in the F800 protective barrier system at 60 km/h.
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Figure 11. Vehicle redirection characteristics for different impact angles (60 km/h).
Figure 11. Vehicle redirection characteristics for different impact angles (60 km/h).
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Figure 12. Vehicle inclination and adjustment back to original direction.
Figure 12. Vehicle inclination and adjustment back to original direction.
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Figure 13. Acceleration−time histories: (a) at three different impact angles; and (b) simulation and test comparison under frontal impact.
Figure 13. Acceleration−time histories: (a) at three different impact angles; and (b) simulation and test comparison under frontal impact.
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Figure 14. Different arresting net configurations.
Figure 14. Different arresting net configurations.
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Figure 15. Venue Setup: (a) installation of sensors; (b) test radar speedometer.
Figure 15. Venue Setup: (a) installation of sensors; (b) test radar speedometer.
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Figure 16. Test Ⅰ: (a) dynamic sequence diagram; and (b) the deformed vehicle after collision.
Figure 16. Test Ⅰ: (a) dynamic sequence diagram; and (b) the deformed vehicle after collision.
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Figure 17. Test Ⅱ: (a) dynamic sequence diagram; and (b) the deformed car after collision.
Figure 17. Test Ⅱ: (a) dynamic sequence diagram; and (b) the deformed car after collision.
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Figure 18. The process of arresting a heavy truck with one arresting net (Test Ⅲ).
Figure 18. The process of arresting a heavy truck with one arresting net (Test Ⅲ).
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Figure 19. Test Ⅴ: (a) dynamic sequence diagram; and (b) the deformed truck after collision.
Figure 19. Test Ⅴ: (a) dynamic sequence diagram; and (b) the deformed truck after collision.
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Table 1. Experiment properties.
Table 1. Experiment properties.
TestVehicle TypeVehicle CategoryVehicle Velocity (km/h)Arresting Net Number
Santana 2000Sedan car601
Santana 2000Sedan car1201
China heavy-duty truckHeavy truck601
China heavy-duty truckHeavy truck603
China heavy-duty truckHeavy truck1203
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Xu, X.; Zhang, H.; Zhao, X.; Du, X.; Lian, D.; Liu, Z. Development of a Runaway Vehicle Protective Barrier System Using Simulation and Full-Scale Crash Testing. Sustainability 2023, 15, 1925. https://doi.org/10.3390/su15031925

AMA Style

Xu X, Zhang H, Zhao X, Du X, Lian D, Liu Z. Development of a Runaway Vehicle Protective Barrier System Using Simulation and Full-Scale Crash Testing. Sustainability. 2023; 15(3):1925. https://doi.org/10.3390/su15031925

Chicago/Turabian Style

Xu, Xiuchen, Hongchao Zhang, Xianpeng Zhao, Xiaobo Du, Desheng Lian, and Zhongmin Liu. 2023. "Development of a Runaway Vehicle Protective Barrier System Using Simulation and Full-Scale Crash Testing" Sustainability 15, no. 3: 1925. https://doi.org/10.3390/su15031925

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