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首页> 外文期刊>International Journal of Fatigue >Fatigue behavior of typical details of orthotropic steel bridges in multiaxial stress states using traction structural stress
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Fatigue behavior of typical details of orthotropic steel bridges in multiaxial stress states using traction structural stress

机译:使用牵引结构应力的多轴应力状态下正交钢结构典型细节的疲劳行为

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摘要

In this study, the fatigue property of arc-shaped cutout region in orthotropic steel bridge crossbeam in multiaxial stress states is investigated. The analytical equation of traction structural stress method considering normal structural stress and shear structural stress is applied for analyzing multiaxial fatigue of crack initiation. It is found that the arc-shaped cutout in OSB crossbeam is in multiaxial stress states and 9th spot in arc-shaped cutout region under specified loading conditions is evaluated as crack initiation position.
机译:在该研究中,研究了在多轴应力状态下正交钢桥梁横梁中弧形切口区域的疲劳性能。考虑正常结构应力和剪切结构应力的牵引结构应力法的分析方程用于分析裂纹启动多轴疲劳。发现OSB横梁中的弧形切口处于多轴应力状态,在指定的负载条件下的弧形切口区域中的第9位点被评估为裂纹启动位置。

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