陆新征, 张炎圣, 何水涛, 卢 啸. 超高车辆撞击桥梁上部结构研究:损坏机理与撞击荷载[J]. 工程力学, 2009, 26(增刊Ⅱ): 115-125.
引用本文: 陆新征, 张炎圣, 何水涛, 卢 啸. 超高车辆撞击桥梁上部结构研究:损坏机理与撞击荷载[J]. 工程力学, 2009, 26(增刊Ⅱ): 115-125.
LU Xin-zheng, ZHANG Yan-sheng, HE Shui-tao, LU Xiao. COLLISION BETWEEN OVER-HIGH TRUCKS AND BRIDGE SUPERSTRUCTURES: DAMAGE MECHANISM AND IMPACT LOADS[J]. Engineering Mechanics, 2009, 26(增刊Ⅱ): 115-125.
Citation: LU Xin-zheng, ZHANG Yan-sheng, HE Shui-tao, LU Xiao. COLLISION BETWEEN OVER-HIGH TRUCKS AND BRIDGE SUPERSTRUCTURES: DAMAGE MECHANISM AND IMPACT LOADS[J]. Engineering Mechanics, 2009, 26(增刊Ⅱ): 115-125.

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

  • 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。

     

    Abstract: 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 include the collision impulse and the local punching force, which differ a lot for different types of trucks

     

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