落石
码头
火车
结构工程
脱轨
影响
桥(图论)
LS-DYNA系列
工程类
计算机模拟
磁道(磁盘驱动器)
岩土工程
有限元法
地质学
模拟
山崩
机械工程
内科学
医学
地图学
地理
作者
Xun Zhang,Xiyang Wang,Wensu Chen,Wen Zhipeng,Xiaozhen Li
标识
DOI:10.1080/15732479.2020.1730406
摘要
Bridges situated in mountainous regions are vulnerable to rockfall collisions, which may endanger the safe operation of high-speed trains that travel on these bridges. This article presents numerical simulations of collisions between falling rocks and piers to investigate impact forces, bridge responses and track structural deformation by using the finite element code LS-DYNA. A two-step numerical modelling technique is proposed to determine the operational safety indices for high-speed trains. The influences of rockfall velocity, diameter, impact location and train speed on the impact forces, pier-top displacements and train operational safety indices are investigated based on a case study. Results show that the rockfall impact force can be characterized by a very short impulse that has an obvious effect on bridge dynamic responses. The additional track irregularity caused by the bridge girder displacements can notably amplify the train operational safety indices, especially for the indices of derailment factor and lateral wheel/rail force. The high-speed train is in an unsafe operational state for a falling rock diameter of 1 m when the rock falling velocity reaches 30 m/s or for a falling rock velocity of 20 m/s when the diameter is greater than 1.5 m.
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