The Characterization of the Plastic Instability of S235 Thin Steel Sheets by Multiple Regression and Analysis of Variance Methods

Mechanics Pub Date : 2024-02-23 DOI:10.5755/j02.mech.34036
N. Ghazouani, M. Nasri, Aboulbaba Eladeb, Wael Salah, M. Tashkandi, Nidhal Becheikh
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Abstract

In this study, we present a new identification method of parameters characterizing the elastoplastic damage behavior of sheet metal based on analysis of variance. The analysis covered experimental and numerical simulation results using the finite element method of the sheet mild steel bulge test. The identification procedure was validated through a confrontation between numerical simulations and experimental results on several hydroforming applications, such as a free expansion and an expansion in matrix cavities. Results show consistency between experimental observations and numerical predictions of instabilities. Furthermore, the location of risk areas of instability and rupture and the damage level could be quantified. The analysis focused on a set of results combining experimental data and numerical simulations of the bulge test of steel sheets. The identified models were validated thanks to a comparison between numerical simulations and experimental results of a set of forming applications by bulge test. The results show coherence between the experimental observations and the numerical predictions of the instabilities.
用多元回归和方差分析方法表征 S235 薄钢板的塑性不稳定性
在本研究中,我们提出了一种基于方差分析的表征金属板弹塑性损伤行为参数的新识别方法。分析涵盖了使用有限元法进行的低碳钢板隆起试验的实验和数值模拟结果。通过对数值模拟和几种液压成形应用(如自由膨胀和基体空腔膨胀)的实验结果进行对比,验证了识别程序。结果表明,实验观察结果与不稳定性的数值预测结果是一致的。此外,还可以量化不稳定和破裂风险区域的位置以及损坏程度。分析的重点是结合钢板隆起试验的实验数据和数值模拟结果。通过对数值模拟和鼓包试验成型应用的实验结果进行比较,对确定的模型进行了验证。结果表明,实验观测结果与不稳定性的数值预测结果是一致的。
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