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A methodology for determining the true stress-strain curve of SA-508 low alloy steel from a tensile test with finite element analysis

机译:用有限元分析确定从拉伸试验中SA-508低合金钢真正应力 - 应变曲线的方法

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摘要

The true stress-strain curve of a material should be determined for plastic property input to numerical analysis. This study proposes a simple methodology for determining the true stress-strain curve of SA-508 Grade 3 Class 1 low alloy steel using limited information from a general tensile test with finite element analysis. Measured engineering stresses and strains can be reasonably converted to true stresses and strains under uniform deformation before necking. True stress-strains are difficult to determine after necking because of nonuniform deformation without specialized measurement techniques. Five post-necking strain hardening models are considered, namely, linear, swift, Ludwick, Hollomon-linear (HL) and Hollomon-linear-constant (HLC) models. The equations for each model can be determined using the results of the tensile test, which include the true stress-strain value at the maximum load point and the corrected true stress-strain value at the fracture point plus the Considere instability criterion. The HL and HLC models suggested that the engineering stress-strains from the finite element analysis are consistent with the experimental results.
机译:应确定材料的真正应力 - 应变曲线对于对数值分析的塑性性能。本研究提出了一种简单的方法,用于使用具有有限元分析的一般拉伸试验的有限信息来确定SA-508级3级低合金钢的真正应力 - 应变曲线。测量的工程应力和菌株可以合理地转化为在缩颈之前在均匀变形下的真实应力和菌株。由于没有专门的测量技术,颈颈后难以确定真正的应力菌株。考虑五个颈后应变硬化模型,即线性,迅速,Ludwick,霍梅森 - 线性(HL)和霍拉姆 - 线性 - 常数(HLC)模型。可以使用拉伸试验结果确定每个模型的等式,其包括在最大负载点处的真实应力 - 应变值和裂缝点处的校正的真实应力 - 应变值加上CALIDERE不稳定性标准。 HL和HLC模型表明,有限元分析的工程应力应力与实验结果一致。

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