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Criterion for Failure of Internally Wall Thinned Pipe Under a CombinedPressure and Bending Moment

机译:弯矩与弯矩共同作用下内壁薄壁管失效的判据

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Failure criterion is a parameter to represent the resistance to failure of locally wall thinned pipe, and it depends on materialrncharacteristics, defect geometry, applied loading type, and failure mode. Therefore, accurate prediction of integrity of wallrnthinned pipe requires a failure criterion adequately reflected the characteristics of defect shape and loading in piping system.rnIn the present study, the finite element analysis was performed and the results were compared with those of pipe experimentrnto develop a sound criterion for failure of internally wall thinned pipe subjected to combined pressure and bending moment.rnBy comparing the predictions of failure with actual failure load and displacement, an appropriate criterion was investigated.rnFrom this investigation, it is concluded that true ultimate stress criterion is the most accurate to predict failure of wallrnthinned pipe under combined loads, but it is not conservative under some conditions. Engineering ultimate stress estimatesrnthe failure load and displacement reasonably for all conditions, although the predictions are less accurate compared with thernresults predicted by true ultimate stress criterion.
机译:破坏准则是代表局部薄壁管道对破坏的抵抗力的参数,它取决于材料特性,缺陷几何形状,施加的载荷类型和破坏模式。因此,要准确预测壁薄管的完整性,就需要一个能够充分反映管道系统缺陷形状和载荷特征的破坏准则。rn在本研究中,进行了有限元分析,并将结果与​​管道实验的结果进行了比较,以得出声音。内壁薄壁管在压力和弯矩共同作用下的破坏准则。rn通过将破坏的预测与实际破坏载荷和位移进行比较,研究了一个合适的准则。rn从这项研究中得出结论,真正的极限应力准则是最有效的。可以准确地预测组合负载下壁薄管的失效,但在某些情况下并不保守。尽管与真实极限应力准则所预测的结果相比,预测的准确性较差,但工程极限应力在所有条件下均能合理地估计破坏载荷和位移。

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