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ELEMENT SIZE DEPENDENT DAMAGE MODELING OF DUCTILE CRACK GROWTH IN CIRCUMFERENTIAL THROUGH-WALL CRACKED PIPE TESTS

机译:周壁贯穿式管破裂试验中韧性裂纹扩展的元素尺寸相关模型

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This paper proposes an element-size-dependent damage model to simulate ductile crack growth in full-scale cracked pipes. The proposed method is based on the stress-modified fracture strain damage model modified from stress reduction technique proposed previously by the authors. A modification is made that the critical accumulated damage for progressive cracking is assumed to be dependent on the element size. The proposed method is then compared with a circumferential through-wall cracked pipe test that was conducted during Degrade Piping Program[18]. The bending moment at crack initiation, maximum bending moment, crack extension, and J-integral values were calculated from the FE damage analysis. These results were compared with the experimental results. In addition, results obtained from an existing J-estimation scheme were provided for comparison. All results showed reasonable agreement. The results of the present study demonstrate that the element-size-dependent damage modeling can be applied to simulate the ductile crack growth behavior of a through-wall cracked pipe.
机译:本文提出了一种与单元尺寸有关的损伤模型,以模拟全尺寸裂纹管中的延性裂纹扩展。该方法基于作者先前提出的应力降低技术改进后的应力修正断裂应变损伤模型。进行了修改,假定渐进裂纹的临界累积损伤取决于元件尺寸。然后将所提出的方法与在“降级管道工程”期间进行的周向穿墙裂缝管测试进行比较[18]。根据有限元损伤分析计算出裂纹萌生时的弯矩,最大弯矩,裂纹扩展和J积分值。将这些结果与实验结果进行比较。此外,还提供了从现有J估计方案获得的结果进行比较。所有结果均显示出合理的一致性。本研究的结果表明,与单元尺寸有关的损伤建模可用于模拟贯穿壁裂纹管的延性裂纹扩展行为。

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