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Tensile tests and analyses of notched specimens fabricated from high strength steels using a generalized yield model

机译:使用广义屈服模型对高强度钢制成的缺口试样进行拉伸试验和分析

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This article summarises the uniaxial tension tests for 20 notched bars fabricated from high strength steel Q345 specified in Chinese National Standards. The effects of the notch radius, r, and that of the notch depth ratio, d / D, on the ductility and fracture resistance of this high strength steel are examined. The experimental data are further analyzed using a generalized yield model together with an elliptical fracture stress envelope originally proposed by the first author. The experimental results demonstrate that cracks initiate at the notched section, with the fracture surface filled with many dimples and shearing marks. Specimens with a sharper notch radius (a smaller r) and a larger notch depth (a smaller d /D ratio) show poor ductility, but high fracture strength. The stress field computed from the numerical procedure including the generalized yield model indicates that the crack initiation occurs at the centre of the notched section which experiences the highest stress triaxiality ratio (σ_m/σ_(seg)). As the stresses at the notched section reach the limiting values determined from the elliptical fracture criterion, macroscopic fracture failure in the notched bar occurs.
机译:本文总结了由中国国家标准规定的高强度钢Q345制成的20根缺口钢筋的单轴拉伸试验。检验了缺口半径r和缺口深度比d / D对这种高强度钢的延展性和抗断裂性的影响。使用广义屈服模型以及第一作者最初提出的椭圆形断裂应力包络线进一步分析了实验数据。实验结果表明,裂纹始于缺口部分,断裂表面充满了许多凹坑和剪切痕迹。切口半径较锐利(r较小)和切口深度较大(d / D比较小)的试样,延展性较差,但断裂强度较高。从包括广义屈服模型在内的数值程序计算得出的应力场表明,裂纹萌生发生在缺口截面的中心,该缺口的应力三轴比最高(σ_m/σ_(seg))。当切口处的应力达到根据椭圆形断裂准则确定的极限值时,在切口杆中发生宏观断裂破坏。

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