非比例加载条件下管状试样的韧性断裂

Madhav Baral, Yannis P. Korkolis
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摘要

本文采用实验-数值相结合的方法,研究了两种管状试样(AA6260-T4 宏管(直径 60 毫米,厚度 2 毫米)和 SS-304L 微管(直径 2.38 毫米,厚度 0.15 毫米))在非比例加载条件下的韧性断裂行为。实验通过控制力/压力比,在轴向力和内压的作用下,沿不同的非比例(即角)路径对管材进行加载,直至管材失效。使用非二次方各向异性屈服准则 Yld2000-2D 和 Yld2004-3D 对管材的塑性行为进行表征。在使用 Abaqus/Standard(隐式)对钢管实验进行有限元(FE)模拟时采用了这些材料模型。有限元模型包括厚度缺陷以捕捉实验中观察到的破坏模式,然后用于探测管壁内可能发生断裂的断裂参数。据观察,当引入比例断裂应变时,非比例加载结果的断裂应变明显不同,这揭示了管状试样的路径依赖断裂行为。
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Ductile fracture of tubular specimens under non-proportional loading condition
The ductile fracture behaviours of two tubular specimens, a AA6260-T4 macrotube (60 mm diameter and 2 mm thickness), and a SS-304L microtube (2.38 mm diameter and 0.15 mm thickness) under non-proportional loading condition are studied using a combined experimental-numerical approach. The experiments are conducted by loading the tubes under axial force and internal pressure along various non-proportional (i.e., corner) paths until failure by controlling the force/pressure ratio. The plastic behaviours of the tubes are characterized using the non-quadratic anisotropic yield criteria Yld2000-2D and Yld2004-3D. The material models are employed in the finite element (FE) simulation of the tube experiments using Abaqus/Standard (implicit). The FE models, which include thickness imperfection to capture the failure modes observed in the experiments, are then used to probe the fracture parameters inside the tube wall where fracture is likely to initiate. It is observed that the fracture strains from the non-proportional loading results are noticeably different when introduced to the proportional fracture strains, revealing the path-dependence fracture behaviour in tubular specimens.
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