首页> 外文会议>ASME(American Society of Mechanical Engineers) Pressure Vessels and Piping Conference 2006 vol.5: High-Pressure Technology... >CLOSED-FORM PLASTIC COLLAPSE LOADS OF PIPE BENDS UNDER COMBINED PRESSURE AND IN-PLANE BENDING
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CLOSED-FORM PLASTIC COLLAPSE LOADS OF PIPE BENDS UNDER COMBINED PRESSURE AND IN-PLANE BENDING

机译:压力与平面弯曲共同作用下管道的闭式塑性破坏荷载

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摘要

Based on three-dimensional (3-D) FE limit analyses, this paper provides plastic limit, collapse and instability load solutions for pipe bends under combined pressure and in-plane bending. The plastic limit loads are determined from FE limit analyses based on elastic-perfectly plastic materials using the small geometry change option, and the FE limit analyses using the large geometry change option provide plastic collapse loads (using the twice-elastic-slope method) and instability loads. For the bending mode, both closing bending and opening bending are considered, and a wide range of parameters related to the bend geometry is considered. Based on the FE results, closed-form approximations of plastic limit and collapse load solutions for pipe bends under combined pressure and bending are proposed.
机译:基于三维(3-D)有限元分析,本文提供了组合压力和面内弯曲条件下弯管的塑性极限,坍塌和不稳定性载荷解决方案。塑性极限载荷是根据弹性极限塑性材料的有限元极限分析,使用较小的几何形状变化选项确定的,而塑性极限强度使用较大的几何形状变化选项,则可以提供塑性破坏载荷(使用两次弹性斜率方法)和不稳定负载。对于弯曲模式,考虑了闭合弯曲和打开弯曲,并考虑了与弯曲几何形状相关的各种参数。基于有限元分析的结果,提出了在压力和弯曲共同作用下弯管的塑性极限和倒塌载荷解的闭合形式近似。

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