随机车辆荷载下三塔悬索桥钢箱梁疲劳关键断面分析

陈策,吉伯海,刘荣

中国工程科学 ›› 2012, Vol. 14 ›› Issue (5) : 75 -79.

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中国工程科学 ›› 2012, Vol. 14 ›› Issue (5) : 75 -79.

随机车辆荷载下三塔悬索桥钢箱梁疲劳关键断面分析

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Fatigue analysis of steel box girder in key sections for threetower suspension bridge under random vehicle load

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摘要

泰州大桥为世界首座千米级三塔悬索桥,建立泰州大桥的三维全桥模型,通过简化的车辆荷载模型,将随机车流加载于大桥有限元模型上,计算泰州大桥主梁不同位置竖向位移和弯矩的振动响应值,分析车流作用下大桥主梁应力变化最大位置,从而确定主梁的疲劳分析的关键位置。

Abstract

Taizhou Bridge is the first kilometer level threetower and twospan suspension bridge in the world. The three-dimensional fullbridge FEM (finite element method) model of the Taizhou Bridge and the random vehicle loading on the bridge finite element model by simplified vehicle load model are established. The vertical displacement and bending moment values are calculated to analyze the position of the maximum stress for the steel box girder under vehicle load. Then the critical position can be determined to carry out fatigue analysis for the steel box girder.

关键词

三塔悬索桥 / 正交异性板 / 疲劳应力分析 / 关键截面

Key words

three-tower suspension bridge / orthotropic plate / fatigue stress analysis / key sections

Author summay

陈 策(1975—),男,江苏盐城市人,高级工程师,研究方向为桥梁工程

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陈策,吉伯海,刘荣 随机车辆荷载下三塔悬索桥钢箱梁疲劳关键断面分析[J]. 中国工程科学, 2012, 14(5): 75-79 DOI:

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