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首页> 外文期刊>International journal of steel structures >Fatigue Crack Tip Plasticity for Inclined Cracks
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Fatigue Crack Tip Plasticity for Inclined Cracks

机译:倾斜裂纹的疲劳裂纹尖端可塑性

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The evaluation of the crack tip deformation is essential to the estimation of crack growth under either static or cyclic loading. A 3-D elastic-plastic finite element analysis was developed to simulate the crack tip deformation along mixed mode inclined edge cracks in a steel plate subjected to either monotonic or cyclic loading at selected R-ratios. In this paper, two types of crack configurations were investigated: inclined cracks with equal inclined lengths (EICL) and inclined cracks with equal horizontal projection length (ECHP). The development of the monotonic (Delta m) and cyclic (Delta c) crack tip plastically zones and the monotonic (CTOD) and cyclic (Delta CTOD) crack tip opening displacements were traced to find the effect of the crack inclination angle, which significantly affected the size and shape of the crack tip plastic zone. The finite element results compared well with the analytical results based on modified Dugdale's model. It was observed that Mode II has a significant effect on the plastic zone in the case of equal inclined crack length (EICL), i.e., Mode II increases as the crack angle decreases. Also, it is interesting to note that for the EICL case, the magnitude of Delta c is delayed to appear with decreasing the inclination angle, for example, for theta = 90A degrees the cyclic plastic zone appeared at Delta sigma = 103.32 MPa, while for theta = 45A degrees the cyclic plastic zone appeared at Delta sigma = 132.84 MPa. Whereas, the variation of monotonic and cyclic plastic zone size in the equal crack horizontal projection (ECHP) case is not affected by the crack inclination angle. Furthermore, it was observed that the static crack tip opening displacement (CTOD) and the cyclic (Delta CTOD) are independent of the crack inclination angle in case of ECHP, due to such cracks take into consideration the effect of inclination angle through its length.
机译:裂纹尖端变形的评估对于静态或循环载荷下裂纹扩展的评估至关重要。进行了3-D弹塑性有限元分析,以模拟在选定R比率下,钢板在单调或循环载荷下沿混合模式倾斜边缘裂纹的尖端变形。在本文中,研究了两种类型的裂纹形态:具有相等倾斜长度(EICL)的倾斜裂纹和具有相同水平投影长度(ECHP)的倾斜裂纹。追踪了单调(Δm)和循环(Δc)裂纹尖端塑性区的发展以及单调(CTOD)和循环(ΔCTOD)裂纹尖端张开位移的变化,以发现裂纹倾角的影响,该影响明显裂纹尖端塑料区的大小和形状。有限元结果与基于修正的Dugdale模型的分析结果进行了很好的比较。据观察,在等倾斜裂纹长度(EICL)的情况下,模式II对塑性区具有显着影响,即,模式II随着裂纹角度减小而增加。另外,有趣的是,对于EICL情况,随着倾斜角的减小,Delta c的大小会延迟出现,例如,对于theta = 90A度,循环塑性区出现在Delta sigma = 103.32 MPa,而对于θ= 45A度时,循环塑性区出现在Delta sigma = 132.84 MPa。而在等裂纹水平投影(ECHP)情况下,单调和循环塑性区大小的变化不受裂纹倾斜角度的影响。此外,观察到在ECHP情况下,静态裂纹尖端的开度位移(CTOD)和循环裂纹(Delta CTOD)与裂纹倾角无关,因为这种裂纹考虑了倾斜角在其整个长度上的影响。

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