Membrane Action in Full Width X-joints SHS Loadedwith In-plane Bending Moments

doi:10.11835/j.issn.1674-4764.2003.06.010

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Membrane Action in Full Width X-joints SHS Loadedwith In-plane Bending Moments

更新时间：2023-11-28

- Membrane Action in Full Width X-joints SHS Loadedwith In-plane Bending Moments
- Journal of Civil and Environmental Engineering Vol. 25, Issue 6, Pages: 43-51(2003)
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- DOI：10.11835/j.issn.1674-4764.2003.06.010
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- Published：2003
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Membrane Action in Full Width X-joints SHS Loadedwith In-plane Bending Moments[J]. Journal of Civil and Environmental Engineering, 2003, 25(6): 43-51.
DOI：

Membrane Action in Full Width X-joints SHS Loadedwith In-plane Bending Moments[J]. Journal of Civil and Environmental Engineering, 2003, 25(6): 43-51. DOI： 10.11835/j.issn.1674-4764.2003.06.010.

摘要

采用“屈服线模型”法对承受平面内弯矩的等宽(β=1．0)方管平面X型节点的极限承载力进行分析，分别推导了考虑薄膜效应影响和未考虑薄膜效应影响的极限承载力计算公式，供管结构研究人员参考使用。

Abstract

Based on 'yielding-line' method

in this paper

the static strength of X-joints

SHS loaded with in-plane bending moments is analyzed and two static strength formulas are derived: one considers the membrane action and the another not. This paper can be helpful to researchers of tubular structures.

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