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Plastic collapse load analysis for circumferential cracked cylinder under pure torsion

机译:纯扭作用下周向裂纹圆柱的塑性破坏载荷分析

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This paper aims to analyze the plastic collapse moment of circumferential cracked cylinder under pure torsion using the NSC approach and 3D FE model. The material considered in this work is assumed to be elastic-perfectly plastic. The influences of geometric parameters of crack and cylinder, such as R_(m)/t, a/t and θ/π on solution of plastic collapse load are also investigated. The analysis shows that for the case of a/t < 0.75, the values of limit torsion moment can be estimated by NSC analysis which provides conservative results. However, for the case of deeper crack, a/t ≥ 0.75, the limit load solution predicted by NSC approach may not be safe, because the distribution of stress at yielding state does not correspond to the NSC assumption. Therefore, the approximated solution of collapse torsion moment for the case of deeper crack with a/t ≥ 0.75 is proposed based on FE analysis.
机译:本文旨在利用NSC方法和3D FE模型分析纯扭转作用下周向裂纹圆柱的塑性破坏力矩。假设在这项工作中考虑的材料是完全弹性的塑料。研究了裂纹和圆柱体的几何参数,如R_(m)/ t,a / t和θ/π对塑性破坏荷载解的影响。分析表明,对于a / t <0.75的情况,可以通过提供保守结果的NSC分析来估算极限扭转力矩。但是,对于更深的裂纹(a / t≥0.75),通过NSC方法预测的极限载荷解可能并不安全,因为屈服状态下的应力分布与NSC假设不符。因此,在有限元分析的基础上,提出了深裂纹(a / t≥0.75)情况下倒塌扭转力矩的近似解。

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