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A Simplified Small Scale Yielding Estimate Method for Determination of Second Elastic-Plastic Fracture Mechanics Parameter

机译:确定第二弹塑性断裂力学参数的简化小尺寸屈服估计方法

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Two-parameter approaches of elastic-plastic fracture mechanics (EPFM) are used to analyze structure fracture more accurately, especially for the conditions with low crack constraint. A small scale yielding estimate method has been developed by authors previously to conveniently and effectively determine the values of constraint (second) parameter in the J-A two parameter approach under small scale yielding conditions to enable extensive theoretical investigation and engineering application of J-A approach, e.g. the fracture analysis of wind velocity sensor supporting structure. In current work, based on the shape similarity of relation curves between constrain parameter A and T stress, an alternative simplified formation of the previously developed small scale yielding method is suggested to predict the constraint parameter values more conveniently and quickly. The suggested simplified formation of constrain parameter estimate method is validated through comparing predicted A values with their finite element analysis (FEA) results of three mode I crack specimens, single edge cracked plate (SECP), center cracked plate (CCP) and double edge cracked plate (DECP), with various crack depth and hardening exponents.
机译:弹塑性断裂力学(EPFM)的两参数方法用于更准确地分析结构断裂,尤其是在裂纹约束较低的情况下。先前作者已经开发了一种小规模屈服估计方法,以在小规模屈服条件下方便有效地确定J-A两参数方法中约束(第二)参数的值,以使J-A方法的广泛理论研究和工程应用成为可能。风速传感器支撑结构的断裂分析在当前的工作中,基于约束参数A和T应力之间关系曲线的形状相似性,建议采用先前开发的小规模屈服方法的另一种简化形式,以更方便,快捷地预测约束参数值。通过将预测的A值与三种I型裂纹样本,单边缘裂纹板(SECP),中心裂纹板(CCP)和双边缘裂纹的有限元分析(FEA)结果进行比较,验证了所建议的简化的约束参数估计方法的形成板(DECP),具有不同的裂纹深度和硬化指数。

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