汽车撞击桥墩瞬态撞击力的等效静力计算

崔堃鹏;夏禾;夏超逸;吴萱

振动与冲击 ›› 2014, Vol. 33 ›› Issue (4) : 48-53.

PDF(1656 KB)
PDF(1656 KB)
振动与冲击 ›› 2014, Vol. 33 ›› Issue (4) : 48-53.
论文

汽车撞击桥墩瞬态撞击力的等效静力计算

  • 崔堃鹏,夏禾,夏超逸,吴萱
作者信息 +

Equivalent static calculation methods of transient impact force of truck collision with piers

  • CUI Kun-peng, XIA He, XIA Chao-yi, WU Xuan
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文章历史 +

摘要

随着公路、铁路、城市立交桥的大量建设,跨线桥数量剧增,桥墩被汽车撞击的可能性大大增加。本文建立了卡车撞击桥墩精细有限元分析模型,采用LS~DYNA碰撞分析软件计算分析了Ford卡车以不同速度撞击桥墩的撞击力特性。采用全局平均法、局部平均法、等效位移法、简化脉冲荷载法4种计算汽车撞击力等效静力方法,计算了撞击过程的等效静力值,并与美国《AASHTO》规范、中国《铁路桥涵设计基本规范》和《公路桥涵设计通用规范》中给出的汽车等效静力限值进行了比较,指出了各种计算方法的适应范围和精确度,可供工程设计参考。

Abstract

Due to the quick development of elevated overpass bridges on highway, railway, urban overpass nowadays, the probability of vehicle collision with piers also increases sharply. An analysis model for truck-pier system is set up using the finite element software ANSYS LS_DYNA, to analyze the collision force characteristics of the truck at different speeds. In this paper, four calculation methods for equivalent static force of truck-pier collision have been presented, including the global average method, the local average method, the equivalent displacement method, and the simplified pulse method. Using these methods, the equivalent static forces are calculated, and the results are compared with the allowances given in AASHTO-LRFD, Chinese Railway Code and Chinese Highway Code, based on which the adapted scope and the accuracy of different methods are pointed out, providing references for engineering design.

关键词

桥墩 / 汽车撞击 / 撞击力 / 等效静力 / 数值模拟

Key words

pier / truck collision / collision force / equivalent static force / numerical simulation

引用本文

导出引用
崔堃鹏;夏禾;夏超逸;吴萱 . 汽车撞击桥墩瞬态撞击力的等效静力计算[J]. 振动与冲击, 2014, 33(4): 48-53
CUI Kun-peng;XIA He;XIA Chao-yi;WU Xuan. Equivalent static calculation methods of transient impact force of truck collision with piers[J]. Journal of Vibration and Shock, 2014, 33(4): 48-53

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