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Plastic collapse moment equations of throughwall axially cracked elbows subjected to in-plane bending moment

机译:平面内弯矩作用下贯通壁轴向弯头的塑性破坏矩方程

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A throughwall axial crack may develop in an elbow or pipe bend due to service related degradation mechanism. It is very important to know the plastic collapse moment (PCM) of an elbow in the presence of a throughwall axial crack. The existing PCM equations of throughwall axially cracked (TAC) elbows are based on very few test data points of Griffiths without detailed analyses and also the range of applicability of their proposed equations are limited. Further, they do not differentiate between closing and opening modes of bending although deformation characteristics under these two modes are completely different. Therefore, the present study has been undertaken to investigate through 3D elastic-plastic finite element analysis. A total of 84 elbows with various sizes of axial cracks (a/D_m = 0-1), different wall thickness (R/t = 5-20), different elbow bend radii (R_b/R = 2,3) and two different bending modes, namely closing and opening have been considered in the analysis. Elastic-perfectly plastic stress-strain response of material has been assumed. Both geometric and material non-linearity are considered in the analysis. Crack closing is observed in most of the cases. To capture the crack closure effect, contact analysis has been performed. Plastic collapse moments have been evaluated from moment-end rotation curves by twice-elastic slope method. From these results, closed-form equations are proposed to evaluate plastic collapse moments of elbows under closing and opening mode of bending moment. The predictions of these proposed equations are compared with the test data available in the literature. Matching between predictions and experimental results is found to be satisfactory.
机译:由于维修相关的降解机理,在弯头或弯管中可能会形成贯穿壁的轴向裂纹。了解存在贯穿壁轴向裂纹的弯头的塑性塌陷力矩(PCM)非常重要。通孔轴向裂纹(TAC)弯头的现有PCM方程是基于极少的格里菲斯测试数据点而没有进行详细分析的,并且它们提出的方程的适用范围受到限制。此外,尽管这两种弯曲方式下的变形特性完全不同,但它们并未区分弯曲的闭合方式和打开方式。因此,本研究已经通过3D弹塑性有限元分析进行了研究。共有84个肘部,具有不同大小的轴向裂纹(a / D_m = 0-1),不同的壁厚(R / t = 5-20),不同的弯头弯曲半径(R_b / R = 2,3)和两个不同的弯头分析中考虑了弯曲模式,即关闭和打开。假设材料具有弹性完美的塑性应力应变响应。分析中考虑了几何非线性和材料非线性。在大多数情况下,观察到裂纹闭合。为了捕获裂纹闭合效果,已经进行了接触分析。通过两次弹性斜率法,根据弯矩端旋转曲线评估了塑性破坏弯矩。根据这些结果,提出了封闭形式的方程式,以评估弯矩在闭合和打开模式下弯头的塑性塌陷矩。这些建议方程的预测与文献中提供的测试数据进行了比较。发现预测和实验结果之间的匹配是令人满意的。

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