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Characterization of crack-tip field and constraint for bending specimens under large-scale yielding

机译:大规模屈服下裂纹尖端场的表征和弯曲试样的约束

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Elastic-plastic crack-tip fields and constraint levels in bending specimens under large-scale yielding (LSY) are examined. The J -- A_2 three-term solution is modified by introducing an additional term caused by the global bending. Three different methods, i.e. two-point matching, constant A_2 and elastic stress estimation method, are proposed to determine the fourth term. It is shown that the elastic stress estimation method is the simplest, yet effective, in that the fourth term can be derived from the strength theory of materials and the concept of plastic hinge, and effectively quantifies the contribution of the global bending moment on the crack-tip field. Consequently, the modified J -- A_2 solution, with the inclusion of the correction for global bending, does not introduce any new parameter. The two parameters remain as the loading (J and M) and the constraint level (A_2). To validate the present solution, detailed finite element analyses (FEA) were conducted for a Three Point Bend (TPB) specimen with a/ W = 0.59 in A285 steel, and Single Edge Notched Bend (SENB) specimen subjected to pure bending with a/W = 0.5 in A533B steel at different deformation levels ranging from small-scale yielding (SSY) to LSY. Results show that the modified J -- A_2 solution matches fairly well with the FEA results for both TPB and SENB specimens at all deformation levels considered. In addition, the fourth stress term is (a) proportional to the global bending moment and inversely proportional to the ligament length; (b) negligibly small under SSY; and (c) significantly large under LSY or fully plastic deformation. Accordingly, the present model effectively characterizes the crack-tip constraint for bending dominated specimens with or without the large influence from the global bending stress on the crack-tip field.
机译:研究了大变形(LSY)下弯曲试样的弹塑性裂纹尖端场和约束水平。通过引入由整体弯曲引起的附加项来修改J-A_2三相项解决方案。提出了两种不同的方法,即两点匹配,常数A_2和弹性应力估计方法来确定第四项。结果表明,弹性应力估计方法是最简单但有效的方法,因为第四项可以从材料的强度理论和塑性铰的概念推导而来,并且可以有效地量化整体弯矩对裂纹的贡献。提示字段。因此,修改后的J-A_2解决方案(包括对整体弯曲的校正在内)不会引入任何新参数。这两个参数保留为载荷(J和M)和约束级别(A_2)。为了验证本解决方案,对A285钢中a / W = 0.59的三点弯曲(TPB)样品和经过a / W纯弯曲的单边切口弯曲(SENB)样品进行了详细的有限元分析(FEA)。在A533B钢中,从小尺寸屈服(SSY)到LSY,在不同变形水平下W = 0.5。结果表明,在考虑到的所有变形水平下,改进的J-A_2解与TPB和SENB标本的FEA结果都非常吻合。另外,第四应力项是:(a)与总弯矩成比例,与韧带长度成反比; (b)根据SSY可以忽略不计; (c)在LSY或完全塑性变形下明显较大。因此,本模型有效地刻画了在有或没有受整体弯曲应力对裂纹尖端场造成较大影响的情况下弯曲支配试样的裂纹尖端约束。

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