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Prediction of complete forming limit diagram from tensile properties of various steel sheets by a nonlinear regression based approach

机译:通过基于非线性回归的方法根据各种钢板的拉伸性能预测完全成形极限图

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摘要

Experimental Forming Limit Curve (FLC) and tensile properties of various steel grades are collected from literatures to validate the proposed model. The experimental results show that the ultimate tensile stress (sigma(UTS)), total elongation (epsilon(t)), coefficient of normal anisotropy (r), tensile strain hardening exponent (n) and sheet thickness (t) are strongly related to the plane strain forming limit (FLC0) values for steel sheets. A nonlinear regression equation is proposed to predict FLC0 from uniaxial tensile properties like sigma(UTS), epsilon(t), r, n and t. To verify the predictive capability of the proposed equation, predicted FLC0 values for fifty six steel grades in various thickness and strength ranges are compared with experimentally measured FLC0 values. It is observed that the newly developed nonlinear regression equation predicts well the FLC0 values.
机译:从文献中收集了各种钢种的实验成形极限曲线(FLC)和拉伸性能,以验证所提出的模型。实验结果表明,极限拉伸应力(sigma(UTS)),总伸长率(epsilon(t)),法向各向异性系数(r),拉伸应变硬化指数(n)和片材厚度(t)与钢板的平面应变形成极限(FLC0)值。提出了一个非线性回归方程,根据σ(UTS),ε(t),r,n和t等单轴拉伸特性预测FLC0。为了验证所提出方程的预测能力,将在各种厚度和强度范围内的五十六个钢种的预测FLC0值与实验测量的FLC0值进行了比较。可以看出,新开发的非线性回归方程可以很好地预测FLC0值。

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