Membrane Action in Full Width X-joints SHS Loadedwith In-plane Bending Moments
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TU391

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    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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方敏勇 郝际平. X型方管相贯节点极限承弯能力分析[J].土木与环境工程学报(中英文),2003,25(6):43~51

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  • Received:
  • Revised:August 21,2003
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