首页> 外文会议>ASME pressure vessels and piping conference;PVP2009 >STRESS INTENSITY FACTORS FOR SEMI-ELLIPTICAL SURFACE CRACKS WITH FLAW ASPECT RATIO BEYOND THE ASME XI LIMIT
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STRESS INTENSITY FACTORS FOR SEMI-ELLIPTICAL SURFACE CRACKS WITH FLAW ASPECT RATIO BEYOND THE ASME XI LIMIT

机译:ASME XI极限以上具有半长宽比的半椭圆形表面裂纹的应力强度因子

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Most of the literature about fracture mechanics considers cracks having an elliptical shape with a flaw aspect ratio a/1 lower or equal to 0.5 where 'a' is the crack depth and 'e' the total length of the crack. This is also case in the ASME XI Appendix A where Stress Intensity Factors K_I formulations are given for a large range of crack depths and for a flaw aspect ratio a/e between 0 and 0.5. The limitation to 0.5 corresponds to a semi-circular shape for surface cracks and to a circular shape for subsurface cracks. This limitation does not seem to be inspired by a theoretical limitation nor by a computational limit. Moreover, it appears that limiting the ratio a/e to 0.5 may generate in some cases some unnecessary conservatism in flaw analysis.The present article specifically deals with the more unusual narrow cracks having a/e >0.5, in the case of surface cracks in infinite flat plates. Several Finite-Elements calculations are performed to compute K_I for a large range of crack depths and for 4 typical load cases (uniform, linear, quadratic and cubic). The results can be presented with the same formalism as in the ASME XI Appendix A, such that the work can provide an extension of the ASME coefficients in table A-3320-1&2.By doing the study, one had the opportunity to compare the results obtained by two different Finite-Elements softwares (Systus and Ansys), each one with a different cracked mesh. In addition, a comparison has been made for some cases with results obtained by a XFEM approach (extended Finite-Element Method), where the crack does not need to be meshed in the same way as in classical Finite-Elements.The results indicate how the K_I can be reduced when considering the real flaw aspect ratio instead of the conventional semi-circular flaw shape. They also show that, for specific theoretical stress distributions, it is not always possible to reduce the analysis of K_I to only 2 points, namely the crack surface point and the crack deepest point. The crack growth evaluation of such unusual crack shape should still be investigated to verify whether simple rules can be established to estimate the evolution of the crack front.
机译:关于断裂力学的大多数文献都认为裂纹为椭圆形,裂纹纵横比a / 1小于或等于0.5,其中“ a”是裂纹深度,“ e”是裂纹的总长度。在ASME XI附录A中也是如此,其中应力强度因子K_I公式适用于大范围的裂纹深度以及0 / 0.5之间的缺陷纵横比a / e。限制为0.5对应于表面裂纹的半圆形和对应于次表面裂纹的圆形。此限制似乎不受理论限制或计算限制的启发。此外,似乎将比率a / e限制为0.5可能在某些情况下在缺陷分析中产生一些不必要的保守性。 在无限平板中存在表面裂纹的情况下,本文专门针对a / e> 0.5的更常见的窄裂纹。进行了几次有限元计算,以计算大范围的裂纹深度和4种典型载荷工况(均匀,线性,二次和三次)的K_I。可以用与ASME XI附录A中相同的形式来表示结果,以便使工作可以扩展表A-3320-1&2中的ASME系数。 通过进行这项研究,一个人有机会比较两种不同的有限元软件(Systus和Ansys)获得的结果,每种软件都有一个不同的破裂网格。此外,还对某些情况下的结果与通过XFEM方法(扩展的有限元方法)获得的结果进行了比较,在该方法中,不需要以与传统有限元相同的方式对裂缝进行网格化。 结果表明,当考虑实际缺陷长宽比而不是常规的半圆形缺陷形状时,如何减小K_I。他们还表明,对于特定的理论应力分布,并非总是可能将K_I的分析减少到仅两个点,即裂纹表面点和裂纹最深点。仍应研究这种异常裂纹形状的裂纹扩展评估,以验证是否可以建立简单的规则来估计裂纹前沿的演变。

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