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首页> 外文期刊>Nuclear engineering and technology >ON CRACK INTERACTION EFFECTS OF IN-PLANE SURFACE CRACKS USING ELASTIC AND ELASTIC-PLASTIC FINITE ELEMENT ANALYSES
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ON CRACK INTERACTION EFFECTS OF IN-PLANE SURFACE CRACKS USING ELASTIC AND ELASTIC-PLASTIC FINITE ELEMENT ANALYSES

机译:弹性和弹塑性有限元分析的平面内裂纹裂纹相互作用效应

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摘要

The crack-tip stress fields and fracture mechanics assessment parameters for a surface crack, such as the elastic stress intensity factor or the elastic-plastic J-integral, can be affected significantly by the adjacent cracks. Such a crack interaction effect due to multiple cracks can alter the fracture mechanics assessment parameters significantly. There are many factors to be considered, for instance the relative distance between adjacent cracks, the crack shape, and the loading condition, to quantify the crack interaction effect on the fracture mechanics assessment parameters. Thus, the current assessment codes on crack interaction effects (crack combination rules), including ASME Sec. XI, BS7910, British Energy R6 and API 579-1/ASME FFS-1, provide different rules for combining multiple surface cracks into a single surface crack. The present paper investigates crack interaction effects by evaluating the elastic stress intensity factor and the elastic-plastic ./-integral of adjacent in-plane surface cracks in a plate through detailed 3-dimensional elastic and elastic-plastic finite element analyses. The effects on the fracture mechanics assessment parameters of the geometric parameters, the relative distance between two cracks, and the crack shape are investigated systematically. As for the loading condition, an axial tension is considered. Based on the finite element results, the acceptability of the crack combination rules provided in the existing guidance was investigated, and the relevant recommendations on a crack interaction for in-plane surface cracks are discussed. The present results can be used to develop more concrete guidance on crack interaction effects for crack shape characterization to evaluate the integrity of defective components.
机译:表面裂纹的尖端应力场和断裂力学评估参数(例如弹性应力强度因子或弹塑性J积分)会受到相邻裂纹的显着影响。由于多个裂纹而产生的这种裂纹相互作用效应可以显着改变断裂力学评估参数。有许多因素需要考虑,例如,相邻裂纹之间的相对距离,裂纹形状和加载条件,以量化裂纹相互作用对断裂力学评估参数的影响。因此,当前关于裂纹相互作用影响的评估代码(裂纹组合规则)包括ASME Sec。 XI,BS7910,British Energy R6和API 579-1 / ASME FFS-1提供了将多个表面裂纹组合为一个表面裂纹的不同规则。本文通过详细的三维弹性和弹塑性有限元分析,通过评估板中相邻平面内裂纹的弹性应力强度因子和弹塑性积分来研究裂纹相互作用的影响。系统地研究了几何参数对断裂力学评估参数,两个裂纹之间的相对距离以及裂纹形状的影响。至于加载条件,考虑轴向张力。基于有限元结果,研究了现有指南中提供的裂纹组合规则的可接受性,并讨论了有关平面内表面裂纹的裂纹相互作用的相关建议。本研究结果可用于开发有关裂纹相互作用的更具体的指导,以表征裂纹形状,以评估缺陷组件的完整性。

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