顶板厚度参数对钢桥面板-肋接头疲劳应力影响分析

Analysis on Influence of Deck Thickness Parameters on Fatigue Stress of Steel Bridge Deck-rib Joint

摘要:

顶板厚度参数是影响正交异性钢桥面板-肋焊接接头疲劳性能的重要设计参数之一。以某斜拉桥钢桥面板为研究背景，利用Ansys有限元软件，通过变形特征确定了简化的节段模型尺寸，并在此基础上分析了顶板厚度参数对钢桥面板-肋接头疲劳应力的影响，分析结果可为相关研究提供参考。

Abstract:

The deck thickness parameter is one of the important design parameters affecting the fatigue performance of the orthotropic steel bridge deck-rib joint. Taking the steel deck of a cable-stayed bridge as the research background, the ANSYS finite element software is used to determine the simplified segment model size through deformation characteristics. And based on this, the influence of the deck thickness parameters on the fatigue stress of the steel bridge deck-rib joint is analyzed. The analysis results can provide reference for related research.