Side impact protection in production vehicles: MDB-to-car side impact test of a 26 [degree] crabbed moving deformable barrier to a 1987 Nissan Sentra at 33.5 mph. Test report.

Mode of access: Internet.

Harmonization of MDB - MDB-to-car-side impact test of a 26 degree crabbed moving deformable barrier to a 1985 Chevrolet Celebrity at 33.1 mph. Test report.

Mode of access: Internet.

Dynamic testing for side crush MRB-to-car side impact test of a 90 degree moving rigid barrier to a 1980 Ford LTD: Test #1 - 20.9 mph, test #2 - 42.1 mph. Test report.

Mode of access: Internet.

Dynamic testing for side crush MRB-to-car side impact test of a 90 degree moving rigid barrier to a 1983 Ford Escort: test #1 - 16.1 mph, test #2 - 32.2 mph. Test report.

Mode of access: Internet.

Dynamic testing for side crush MRB-to-car side impact test of a 90 [degree] moving rigid barrier to a 1980 Chevrolet Citation: test #1 - 18.5 mph, test #2 - 46.6 mph. Test report.

Mode of access: Internet.

Crash III model improvements: MRB-to-car side impact of a 90 [degree] moving rigid barrier to a 1983 Mitsubishi Tredia: test #1 - 16.7 mph, test #2 - 33.5 mph. Test report.

Mode of access: Internet.

CRASH III model improvements: MRB-to-car side impact test of a 90 [degree] moving rigid barrier to a 1981 Chevrolet Citation test speed 35.2 mph.

Mode of access: Internet.

Moving deformable barrier into left side of 1995 Solectria Force at 52.9 kph. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Side impact sub-system test development: MVMA thoracic impactor test procedure and evaluation. Final report.

Mode of access: Internet.

Response of belted dummy and cadaver to side impact. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Effect of joint mechanism on vehicle redirectional capability of water-filled road safety barrier systems

Portable water-filled barriers (PWFBs) are roadside appurtenances that prevent vehicles from penetrating into temporary construction zones on roadways. PWFBs are required to satisfy the strict regulations for vehicle re-direction in tests. However, many of the current PWFBs fail to re-direct the vehicle at high speeds due to the inability of the joints to provide appropriate stiffness. The joint mechanism hence plays a crucial role in the performance of a PWFB system at high speed impacts. This paper investigates the desired features of the joint mechanism in a PWFB system that can re-direct vehicles at high speeds, while limiting the lateral displacement to acceptable limits. A rectangular “wall” representative of a 30 m long barrier system was modeled and a novel method of joining adjacent road barriers was introduced through appropriate pin-joint connections. The impact response of the barrier “wall” and the vehicle was obtained and the results show that a rotational stiffness of 3000 kNm/rad at the joints seems to provide the desired features of the PWFB system to re-direct impacting vehicles and restrict the lateral deflection. These research findings will be useful to safety engineers and road barrier designers in developing a new generation of PWFBs for increased road safety.

Vehicle-barrier tracking of a scaled crash test for roadside barrier design

In this paper the tracking system used to perform a scaled vehicle-barrier crash test is reported. The scaled crash test was performed as part of a wider project aimed at designing a new safety barrier making use of natural building materials. The scaled crash test was designed and performed as a proof of concept of the new mass-based safety barriers and the study was composed of two parts: the scaling technique and of a series of performed scaled crash tests. The scaling method was used for 1) setting the scaled test impact velocity so that energy dissipation and momentum transferring, from the car to the barrier, can be reproduced and 2) predicting the acceleration, velocity and displacement values occurring in the full-scale impact from the results obtained in a scaled test. To achieve this goal the vehicle and barrier displacements were to be recorded together with the vehicle accelerations and angular velocities. These quantities were measured during the tests using acceleration sensors and a tracking system. The tracking system was composed of a high speed camera and a set of targets to measure the vehicle linear and angular velocities. A code was developed to extract the target velocities from the videos and the velocities obtained were then compared with those obtained integrating the accelerations provided by the sensors to check the reliability of the method.

Vehicle integration and evaluation of advanced restraint systems. Phase B - test report: Torino-to-Volvo tests.

National Highway Traffic Safety Administration, Washington, D.C.

Basic research in crashworthiness II - development of moving barrier test technique. Interim technical report.

National Highway Traffic Safety Administration, Washington, D.C.

Experimental impact and finite element analysis of a composite, portable road safety barrier

This thesis provides an experimental and computational platform for investigating the performance and behaviour of water filled, plastic portable road safety barriers in an isolated impact scenario. A schedule of experimental impact tests were conducted assessing the impact response of an existing design of road safety barrier utilising a novel horizontal impact testing system. A coupled finite element and smooth particle hydrodynamic model of the barrier system was developed and validated against the results of the experimental tests. The validated model was subsequently used to assess the effect of certain composite materials on the impact performance of the water filled, portable road safety barrier system.