Reduced Models for Simulating Collisions between Trucks and Bridge Piers

被引:70
作者
Chen, Lin [1 ,2 ]
El-Tawil, Sherif [3 ]
Xiao, Yan [4 ,5 ]
机构
[1] Hunan Univ Sci & Technol, Coll Civil Engn, Xiangtan 411201, Peoples R China
[2] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[3] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
[4] Hunan Univ, Coll Civil Engn, Civil Engn, Changsha 410082, Hunan, Peoples R China
[5] Univ So Calif, Dept Civil Engn, Civil Engn, Los Angeles, CA 90089 USA
关键词
Collisions; Vehicles; Bridges; Piers; Finite elements; Simulations; Traffic accidents; Models; VEHICLE IMPACT; DYNAMIC-ANALYSIS; DESIGN; COLUMNS;
D O I
10.1061/(ASCE)BE.1943-5592.0000810
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Finite-element simulations were used to investigate the structural demands generated by a truck colliding with a bridge pier. A reduced coupled mass-spring-damper model is proposed to simulate the collision process. The model is calibrated to the simulation data and accounts for key variables, such as truck weight, impact speed, and pier characteristics. Through comparisons to detailed finite-element analysis, the reduced model is shown to be able to reasonably represent the behavior of a set of coupled vehicle-bridge systems. On the basis of the simulation results, an argument is made that a standard design truck can be specified for impact design. (C) 2016 American Society of Civil Engineers.
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页数:14
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