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ELASTIC-PLASTIC CONSTRAINT ANALYSIS OF SEMI-ELLIPTIC SURFACE CRACKS IN X100 PIPELINE STEEL

机译:X100管线钢半椭圆表面裂纹的弹塑性约束分析。

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In the framework of the J-A_2 fracture theory, the crack driving force J and the crack tip constraint parameter A_2 are used to describe the near crack tip stress and deformation fields. These two parameters, J and A_2, were calculated from three-dimensional finite element results for semi-elliptic surface cracks with various lengths and depths in X100 pipeline steel. It was found that, under a uniform far field tensile loading, A_2 increases rapidly to a nearly constant value along the crack front from the free surface to the deepest part of the crack. A similar trend was found for the J-integral distribution except in the case of a semi-circular crack. In addition, for a given elliptic crack configuration, A_2 showed significant J-integral dependence when the crack front approached the free surface, where a strong three-dimensional effect is apparent. On the other hand, at the deepest part of the crack, A_2 converged to a constant value. Two-dimensional plane strain calculations were also performed for single edge-notched tension specimens (SENT), where the crack length corresponds to the depth of the surface crack. The constraint of these two configurations (semi-elliptic crack and SENT) were compared under the same crack driving force (J-integral). In general, the constraint at the deepest crack front of an elliptic crack is higher than that of the corresponding SENT, especially in mid- to large scale yielding condition where J-integral is relatively large. It can be concluded that using fracture toughness determined from SENT specimens to predict surface flaw stability may lead to non-conservative result.
机译:在J-A_2断裂理论的框架下,利用裂纹驱动力J和裂纹尖端约束参数A_2来描述裂纹尖端附近的应力场和变形场。这两个参数J和A_2是根据X100管线钢中不同长度和深度的半椭圆形表面裂纹的三维有限元结果计算得出的。研究发现,在均匀的远场拉伸载荷作用下,A_2沿裂纹前沿从自由表面到裂纹的最深部分迅速增加到几乎恒定的值。对于J积分分布,除了在半圆形裂纹的情况下,发现了类似的趋势。此外,对于给定的椭圆形裂纹构型,当裂纹前沿接近自由表面时,A_2表现出显着的J积分依赖性,其中明显的三维效应是明显的。另一方面,在裂纹的最深处,A_2收敛到恒定值。还对单边缘有缺口的拉伸试样(SENT)进行了二维平面应变计算,其中裂纹长度对应于表面裂纹的深度。在相同的裂纹驱动力(J积分)下比较了这两种构型(半椭圆形裂纹和SENT)的约束。通常,椭圆形裂纹最深的裂纹前沿的约束要高于相应的SENT,特别是在J积分相对较大的中大型屈服条件下。可以得出结论,使用从SENT样品确定的断裂韧性来预测表面缺陷稳定性可能会导致非保守结果。

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