Proposal of New Combination Criterion for Pipe With Circumferential Multiple Cracks Based on Ductile Failure Simulation

M. Lee, K. Hasegawa, Yun‐Jae Kim
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引用次数: 1

Abstract

In this paper, the combination rule for circumferential multiple-cracked pipe assessment is investigated using finite element damage analysis. The FE damage analysis based on the stress-modified fracture strain model is validated against limited fracture test data of two circumferential surface cracked pipes. Then systematic parametric study is performed using FE damage analysis for symmetrical surface cracked pipes. Failure bending stresses are calculated using the combination rule and the net-section collapse load approach for single crack provided in ASME BPV Code. It is found that predicted failure bending stress using the combination rule might be non-conservative when the distance between two cracks is short. To overcome the problem, a new combination criterion based on crack dimensions is proposed and compared with numerical data.
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基于延性破坏模拟的环向多裂纹管道组合新准则的提出
本文采用有限元损伤分析方法,研究了周向多裂纹管道损伤评估的组合规律。基于应力修正断裂应变模型的有限元损伤分析通过两根周向表面裂纹管的极限断裂试验数据进行了验证。然后采用有限元损伤分析方法对对称表面裂纹管道进行了系统的参数化研究。采用ASME BPV规范中规定的单裂纹的组合规则和净截面破坏荷载法计算了破坏弯曲应力。研究发现,当裂纹间距较短时,用组合规则预测的破坏弯曲应力可能不保守。为了克服这一问题,提出了一种新的基于裂纹尺寸的组合准则,并与数值数据进行了比较。
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