Yield line mechanism analysis of steel members and connections

Xiao-Ling Zhao

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Yield line mechanism analysis of steel members and connections

机译：钢构件及连接件的屈服线机理分析

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Yield line mechanism analysis has been widely used to study steel members and connections that involve local collapse mechanisms. In the application of the yield line method, a fundamental requirement is to determine the reduced plastic moment capacity of an inclined yield line under axial force. This paper reviews various theories dealing with inclined yield lines. Comparisons between these theories are presented. The paper also summarizes some basic or simple yield line mechanisms that may be adopted directly to solve more complicated problems. The application of yield line mechanism analysis is included, covering steel plates, open-section members, closed-section members, void-filled members, welded connections and bolted connections. It is shown that this method can be used to study post-collapse behaviour, load-carrying capacity, ductility, rotation capacity and energy absorption.

机译：屈服线机制分析已广泛用于研究涉及局部坍塌机制的钢构件和连接。在屈服线法的应用中，一个基本要求是确定倾斜屈服线在轴向力作用下减小的塑性弯矩能力。本文回顾了关于倾斜屈服线的各种理论。提出了这些理论之间的比较。本文还总结了一些基本的或简单的收益线机制，可以直接采用它们来解决更复杂的问题。包括屈服线机理分析的应用，包括钢板，开口截面构件，闭合截面构件，空隙填充构件，焊接连接和螺栓连接。结果表明，该方法可用于研究倒塌后的行为，承载能力，延展性，旋转能力和能量吸收。

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来源
《Progress in Stuctural Engineering and Materials》 |2003年第4期|p.252-262|共11页
作者
Xiao-Ling Zhao;
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作者单位

Department of Civil Engineering, Monash University, Clayton, VIC 3168, Australia;

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原文格式 PDF
正文语种 eng
中图分类建筑施工;
关键词
yield line theory; local plastic mechanism; energy method; equilibrium strip method; steel members; steel connections; post-collapse behaviour;

机译：屈服线理论局部塑性机制能量法平衡带法钢构件钢连接倒塌后行为;

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Yield line mechanism analysis of steel members and connections

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