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首页> 外文期刊>International Journal of Fatigue >Fatigue assessment and stress analysis of cope-hole details in welded joints of steel truss bridge
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Fatigue assessment and stress analysis of cope-hole details in welded joints of steel truss bridge

机译:钢桁架桥焊接缝顶孔细节疲劳评估与应力分析

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Specimens testing and finite element analysis were conducted to investigate the fatigue performance of cope-hole details in welded integral joints of a steel truss bridge. A recommended nominal stress S-N curve of cope-hole details was obtained based on the evaluation of existing experimental results and comparison of different design specifications. The fatigue strength of the cope-hole details was evaluated via structural hot spot stress approach, which showed that the fatigue strength for the cope-hole details approaches that for FAT80. The effect of load type on local stress distribution was also identified by finite element parametric analysis. A simple equation was then proposed to estimate the stress concentration factor of cope-hole details in the tension member.
机译:进行了标本测试和有限元分析,以研究钢桁架桥梁焊接整体接头中顶孔细节的疲劳性能。在评估现有实验结果并比较不同设计规格的基础上,获得了建议的顶孔细节的标称应力S-N曲线。通过结构热点应力法评估了顶孔细节的疲劳强度,这表明顶孔细节的疲劳强度接近FAT80。载荷类型对局部应力分布的影响也通过有限元参数分析来确定。然后提出了一个简单的方程式来估计受拉构件中顶孔细节的应力集中系数。

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