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Evaluation of Stress and Strain Measurement Accuracy in Hydraulic Bulge Test with the Aid of Finite-element Analysis

机译:借助有限元分析评估水力膨胀试验中的应力和应变测量精度

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Numerical simulations of the hydraulic bulge test are carried out by the implicit static finite-element method. The sheet specimen is characterized as a rate-independent elastoplastic material with a power-law hardening rule. The stress and strain relationship of the specimen is evaluated from the internal pressure and nodal coordinates obtained in the finite-element simulation of the hydraulic bulge test. Varying the gauge lengths of the spherometer and extensometer and the ratio of the initial thickness to the diameter of the specimen, their influences on the estimated stress and strain are investigated. By comparing the estimated stress-strain relationship with that of exact input data, the stress and strain measurement accuracy is assessed. Furthermore, the stress state at the apex is examined for orthotropic specimens and is found to deviate by 1-5% from the equi-biaxial stress state.
机译:通过隐式静态有限元方法对水力膨胀试验进行了数值模拟。片状试样的特征是具有幂律硬化规则的速率无关的弹塑性材料。根据在水力膨胀试验的有限元模拟中获得的内部压力和节点坐标来评估试样的应力和应变关系。通过改变球度计和引伸计的标距长度以及初始厚度与样品直径的比值,研究了它们对估计应力和应变的影响。通过将估计的应力-应变关系与准确的输入数据进行比较,可以评估应力和应变的测量精度。此外,对于正交各向异性试样,检查了顶点处的应力状态,发现其与等双轴应力状态有1-5%的偏差。

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