首页> 外文会议>10th International Symposium on Tubular Structures; Sep 18-20, 2003; Madrid, Spain >The strength of multiplanar KK-joints of square hollow sections
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The strength of multiplanar KK-joints of square hollow sections

机译:方形空心截面的多平面KK接头的强度

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摘要

This project sponsored by CIDECT concerns a numerical analysis of the static strength of uni-planaras well as multiplanar KK-joints in square hollow sections (RHS) with various 2γ and β ratio for different boundary condition. Both gap and overlap joints are considered. The objective of this project is to provide sufficient data to define design recommendations for multiplanar KK-joints in square hollow sections. This paper summarizes all numerical results of the project. Some recommendations are given based on the observations from the numerical results.
机译:由CIDECT赞助的该项目涉及对在不同边界条件下具有不同2γ和β比的方形空心截面(RHS)中的单平面和多平面KK接头的静强度进行数值分析。缝隙缝和搭接缝均被考虑。该项目的目的是提供足够的数据来定义方形空心截面中多平面KK接头的设计建议。本文总结了该项目的所有数值结果。根据数值结果的观察给出一些建议。

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