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首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Plastic limit loads for piping branch junctions under out-of-plane bending
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Plastic limit loads for piping branch junctions under out-of-plane bending

机译:平面外弯曲时管道分支结的塑料极限载荷

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This paper presents approximate closed-form plastic limit load solutions for branch junctions under out-of-plane bending and under combined pressure and out-of-plane bending, based on three-dimensional finite element limit analyses for an elastic-perfectly plastic material. When bending is applied to the branch pipe, the plastic limit loads for out-of-plane bending are shown to be lower than those for in-plane bending. However, for bending to the run pipe, the opposite trend is found. For combined pressure and out-of-plane bending, either the circular interaction or the parabolic interaction rule can be used, depending on the bending location and the branch geometry. Comparison with published experimental plastic limit load data shows that the predictions agree relatively well with the test data.
机译:本文基于弹性完全塑性材料的三维有限元极限分析,提出了平面外弯曲以及组合压力和平面外弯曲下分支结的近似闭合形式塑性极限载荷解决方案。当弯曲施加到支管上时,平面外弯曲的塑料极限载荷显示为低于平面内弯曲的塑料极限载荷。然而,对于弯曲至运行管,发现相反的趋势。对于组合压力和平面外弯曲,可以根据弯曲位置和分支几何形状使用圆形相互作用或抛物线相互作用规则。与已发布的实验塑料极限载荷数据进行比较表明,这些预测与测试数据相对吻合。

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