Vehicle impact tests on the tensioned-beam and open box crash barriers.

Author(s)
Jehu, Y.J. and Pearson, L.C.
Year
Abstract

Two basic designs of vehicle barrier have been developed in which steel guardrails are attached to knock-down steel posts by means of shear bolts. The tensioned-beam barrier uses conventional w-section guardrail and the open box barrier uses a stiffer guardrail. Both satisfactorily contained and redirected cars weighing about 1400 kg striking at 100-110km/h and at 20degree to the line of the barriers. Maximum wheel penetrations were 0.92m for the w-section barrier and 0.6m for the open box barrier. The double-sided tensioned-beam barrier is intended for use on central reserves. A car striking at 110km/h and 20 degree was satisfactorily steerd back to the line of the barrier with a maximum wheel penetration of 0.69 m. The barrier also contained a passenger coach weighing 5400kg which struck it at 87 km/h and 13degrees with a wheel-penetration of 1 m. Tests on a double rail open box barrier are also described. (A). Details of the barriers are obtainable from the Transport and Road Research Laboratory as follows:- tensioned-beam barrier drawing no. sg.1040.02/c open box barrier (single rail) drawingno. sg.1040.16/b open box barrier (double rail) drawing no.sg.1040.18/b.

Publication

Library number
B 1739 [electronic version only] /85.1 / IRRD 204374
Source

Crowthorne, Transport Road Research Laboratory TRRL, 1972, 21 p., 17 fig., 2 tab.; Laboratory Report ; LR 502

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