首页> 外文会议>International symposium on structual engineering;ISSE 11th >FEM ANALYSIS FOR STIFFNESS OF HOLLOW SPHERICAL JOINTS WITH RIB STIFFENERS
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FEM ANALYSIS FOR STIFFNESS OF HOLLOW SPHERICAL JOINTS WITH RIB STIFFENERS

机译:带肋筋的空心球节点刚度的有限元分析

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Joint's stiffness has important effect on stability ultimate bearing capacity of large-span spatial reticulated shell. The welded hollow spherical joint with rib stiffeners is a type of joint applied widely on large-span spatial reticulated shell. In this paper,the axial flexibility and flexural stiffness of welded hollow spherical joint with different rib stiffeners are analyzed with the FEM software ANSYS,compared with the non-rib hollow spherical joint's stiffness,then the calculation formulas of the axial flexibility and flexural stiffness under different rib stiffeners are given through regression analysis. Some important conclusions were obtained,which can provide theoretical foundation for the stability ultimate bearing capacity analysis considering joint's stiffness and can be applied on practical design.
机译:接头的刚度对大跨度空间网壳的稳定性,极限承载力有重要影响。带肋加强筋的焊接空心球形万向节是一种广泛应用于大跨度空间网壳的万向节。本文利用有限元软件ANSYS,对不同肋骨加筋的焊接空心球面接头的轴向挠性和挠曲刚度进行了分析,并与无肋空心球面接头的刚度进行了比较,然后计算了下肋骨空心球接头的轴向挠度和挠曲刚度。通过回归分析给出了不同的肋骨加劲肋。得到了一些重要的结论,可以为考虑节点刚度的稳定性极限承载力分析提供理论基础,并可以在实际设计中应用。

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