首页> 外文会议>OMAE2010;International conference on ocean, offshore and arctic engineering >AXISYMMETRIC MODELING OF CONSTRAINT EFFECT ON THE DUCTILE CRACK GROWTH RESISTANCE OF CIRCUMFERENTIALLY CRACKED PIPES
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AXISYMMETRIC MODELING OF CONSTRAINT EFFECT ON THE DUCTILE CRACK GROWTH RESISTANCE OF CIRCUMFERENTIALLY CRACKED PIPES

机译:约束裂纹对管裂纹扩展阻力的轴对称建模

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Ductile crack growth plays an important role in the analysis of the fracture behavior of structures. Crack-like defects in pipe systems often develop during fabrication or in-service operation. The standard single edge notched bending (SENB) specimen with crack depth of a/W=0.5 has a significantly higher geometry constraint than actual pipes with circumferential surface cracks, which therefore introduces a high degree of conservatism in engineering critical assessment (ECA) of pipes. Moreover, it is difficult to know how conservative the results are, because the geometry constraint is highly material-dependent. For circumferential surface flaws in pipes, the single edge notched tension (SENT) specimen has frequently been used because it has a geometry constraint in front of the crack tip that is similar to the cracks in pipes. Much work has been carried out on tensile testing for the SENT specimen as an alternative fracture mechanics specimen of pipes. In studying fully circumferential cracks in pipes, the crack geometry, applied load and boundary conditions are symmetrical about the axis of revolution. A typical radial plane containing the axis of rotational symmetry can represent these axisymmetric bodies; therefore the three-dimensional analysis can be reduced to a two-dimensional problem. This work systemically applies 2D axisymmetric models to study the ductile crack growth behavior of pipes with fully internal and external circumferential cracks under large scale yieldingconditions. The complete Gurson model (CGM) developed and implemented by Zhang was utilized to predict the ductile crack growth resistance curves. Pipes with various internal pressure, diameter-to-thickness ratios, crack depths and material properties, as denoted by hardening and initial void volume fraction, have been analyzed. The results have been compared with those of corresponding clamped-loaded SENT (with same crack depth) and standard SENB specimens. It clearly indicates that the SENT specimen is a good representation of circumferentially flawed pipes and an alternative to the conventional standard SENB specimen for the fracture mechanics testing in ECA of pipes.
机译:延性裂纹扩展在结构断裂行为分析中起着重要作用。管道系统中的裂纹状缺陷通常在制造或使用过程中产生。裂纹深度为a / W = 0.5的标准单边切口弯曲(SENB)样品的几何约束明显高于具有圆周表面裂纹的实际管道,因此在管道的工程关键评估(ECA)中引入了高度的保守性。此外,由于几何约束高度依赖于材料,因此很难知道结果的保守程度。对于管道中的圆周表面缺陷,经常使用单边缺口拉力(SENT)标本,因为它在裂纹尖端的前端具有与管道中的裂纹相似的几何约束。作为管道的替代断裂力学样本,SENT样本的拉伸测试已经开展了许多工作。在研究管道的全周向裂纹时,裂纹的几何形状,施加的载荷和边界条件关于旋转轴是对称的。包含旋转对称轴的典型径向平面可以表示这些轴对称体。因此,三维分析可以简化为二维问题。这项工作系统地应用二维轴对称模型来研究在大规模屈服下具有完全内部和外部圆周裂纹的管道的延性裂纹扩展行为 情况。由Zhang开发并实施的完整Gurson模型(CGM)用于预测韧性裂纹扩展阻力曲线。分析了具有各种内部压力,直径/厚度比,裂纹深度和材料性能的管道,以硬化和初始空隙体积分数表示。将结果与相应的夹紧载荷SENT(具有相同裂纹深度)和标准SENB标本进行了比较。它清楚地表明,SENT标本很好地代表了周向有缺陷的管道,并且是常规标准SENB标本的替代品,用于在管道ECA中进行断裂力学测试。

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