Experimental study on the collision between over-height truck and steel bridge superstructures
He Shui-tao, Lu Xin-zheng, Lu Xiao, Cao Hai-yun
Department of Civil Engineering, China Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing, 100084
Abstract:Due to the frequently happened collisions between over-high trucks and bridge superstructures in urban transport system in last decades, scaled model experiments on the collision between over-high trucks and steel box-section and -section bridges are designed and tested in this work. Corresponding nonlinear dynamic finite element analysis is implemented to simulate the collision experiments. The experiments indicate that even subjected to the same collision load, different bridges have different failure modes obviously. The failure mode of steel box-section bridge is dominated by global deformation, while the failure mode of the steel -section bridge is dominated by the local punching deformation. The simulated results with proposed finite element model agree well with the test results.
何水涛;陆新征;卢啸;曹海韵. 超高车辆撞击钢桥上部结构模型试验研究[J]. , 2012, 31(5): 31-35.
He Shui-tao;Lu Xin-zheng;Lu Xiao;Cao Hai-yun. Experimental study on the collision between over-height truck and steel bridge superstructures. , 2012, 31(5): 31-35.