超高车辆撞击桥梁上部结构研究：损坏机理与撞击荷载  

COLLISION BETWEEN OVER-HIGH TRUCKS AND BRIDGE SUPERSTRUCTURES:DAMAGE MECHANISM AND IMPACT LOADS

作　　者：陆新征[1] 张炎圣[1] 何水涛[1] 卢啸[1] 

机构地区：[1]清华大学土木工程系清华大学结构工程与振动教育部重点实验室,北京100084

出　　处：《工程力学》2009年第A02期115-125,共11页Engineering Mechanics

基　　金：国家自然科学基金项目(50808106)

摘　　要：近年,超高车辆撞击桥梁上部结构的事故频繁发生,严重威胁桥梁结构安全与城市交通运行。为减小超高车辆撞击桥梁上部结构造成的损失,需要提高桥梁上部结构抗撞能力,然而国内相关研究仍很不足。该文基于精细化非线性有限元和事故案例分析,研究超高车辆撞击桥梁上部结构的损坏机理与撞击荷载。分析结果表明:超高车辆撞击使桥梁上部结构产生整体变形损伤、局部破坏甚至落梁破坏,撞击荷载包括撞击冲量和局部冲击力,不同车型撞击荷载差别较大。Recently, accidents of collisions between over-high trucks and bridge superstructures happen frequently, which seriously threaten the safety of bridges and city traffic system. In order to reduce the loss due to the over-high-truck-to-bridge collision, the collision resistance of bridge superstructures need to be strengthened, on which the research is still very lack currently in China. Based on the high-precision nonlinear finite element simulation and accident investigation, this paper discusses the damage mechanism and collision loads of impact between over-high trucks and bridge superstructures. Study results show that the damage modes of bridge superstructures impacted by over-high trucks include global deformation damage, local damage and girder-falling. The impact loads that controls the damage modes which differ a lot for different types of trucks include the collision impulse and the local punching force.

关 键 词：撞击 桥梁上部结构 超高车辆:精细化非线性有限元 损坏机理 撞击荷载 

分 类 号：U447[建筑科学—桥梁与隧道工程] U443.3[交通运输工程—道路与铁道工程]