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钢筋混凝土梁桥船舶撞击连续倒塌数值模拟
引用本文:姜华,王君杰,贺拴海. 钢筋混凝土梁桥船舶撞击连续倒塌数值模拟[J]. 振动与冲击, 2012, 31(10): 68-73. DOI:  
作者姓名:姜华  王君杰  贺拴海
作者单位:1.长安大学 公路学院,西安 710064;2.同济大学 桥梁工程系,上海 200092
基金项目:中央高校基本科研业务费专项基金资助(CHD2011JC175)
摘    要:详细介绍了钢筋混凝土桥梁船撞倒塌模拟涉及的材料模型和单元失效指标等问题,建立某连续梁上部、下部结构、支座和船舶结构精细有限元模型,将弹塑性损伤帽盖模型用于混凝土,弹塑性随动强化模型用于钢筋,对船舶撞击钢筋混凝土连续梁引起的结构连续倒塌过程进行了数值模拟,揭示了连续梁桥结构的船撞倒塌机理。

关 键 词:弹塑性损伤帽盖模型   船舶撞击   钢筋混凝土连续梁   结构倒塌   数值模拟 
收稿时间:2011-04-19
修稿时间:2011-06-28

Numerical simulation on continuous collapse of reinforced concrete girder bridge subjected to vessel collision
JIANG Hua,WANG Jun-jie,HE Shuan-hai. Numerical simulation on continuous collapse of reinforced concrete girder bridge subjected to vessel collision[J]. Journal of Vibration and Shock, 2012, 31(10): 68-73. DOI:  
Authors:JIANG Hua  WANG Jun-jie  HE Shuan-hai
Affiliation:1. School of Highway, Chang An Universtiy, Xian 710064, China2.Department of Bridge Engineering , Tongji University, Shanghai 200092, China
Abstract:The material model and failure index of the element in numerical simulation of the collapse of reinforced concrete bridge under vessel collision were introduced,and then the delicate finite element models for bridge superstructure,substructure and support saddle were set up,where the elastoplastic damage cap model was used for concrete and the elastoplastic kinematic hardening model was used for steel bar.The numerical simulation of the collapse process of bridge structure caused by vessel collision was carried out and the collapse mechanism of continuous girder bridge was revealed.
Keywords:elastoplastic damage cap model  vessel collision  reinforced concrete continuous girder bridge  structure collapse  numerical simulation
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