Mechanical Behaviour of Dual Phase Steels under Different Strain Rates

Pub Date : 2023-03-18 DOI:10.15255/kui.2022.044
Labinot Topilla, S. Toros
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Abstract

The objective of this research was to analyse the stress and strain behaviours of the triaxiality specimens (specimens of different shaping) of dual-phase steels, respectively DP600 and DP800, whose microstructures mainly comprise ferrite and martensite phases. These steels find wide application in the automotive industry, which is constantly searching for better quality materials in the aim of increasing vehicle safety, protecting the environment, and reducing fuel consumption. In this case, for all tested specimens the experimental uniaxial tensile tests were performed at three different strain rates, 0.0083 s −1 , 0.042 s −1 , and 0.16 s −1 , to determine mechanical properties such as stress, strain, yield strength, and ultimate tensile strength of mentioned steels. In addition, uniaxial tensile tests with characteristics similar to those experimental were carried out through the finite element modelling method using the Mat_Picewise_Linear_Plasticity_024 model, to determine the mentioned mechanical properties, but also to determine the failure parameters or plastic strain up to failure, of all triaxiality modelled specimens. The obtained results were validated by comparing the experimental results with numerical simulation results. The comparative scale of accuracy between both steels was made at the fracture strain, and the average accuracy of both steels for the standard (s) specimens was < 1 %, for the (20a) specimens 1.50 %, for the (4a) specimens 4 %, and for (a) specimens 3.50 %. Finally, it was concluded that the proposed material model and calibrated failure data fitted very well.
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双相钢在不同应变速率下的力学行为
本研究的目的是分析双相钢DP600和DP800的三轴度试样(不同形状的试样)的应力和应变行为,其微观结构主要包括铁素体和马氏体相。这些钢材在汽车行业有着广泛的应用,汽车行业不断寻找质量更好的材料,以提高车辆安全性、保护环境和降低燃料消耗。在这种情况下,对于所有测试样品,在三种不同的应变速率(0.0083 s−1、0.042 s−1和0.16 s−1)下进行实验单轴拉伸试验,以确定上述钢的机械性能,如应力、应变、屈服强度和极限拉伸强度。此外,通过有限元建模方法,使用Mat_Picewise_Lineer_Plasticity_024模型,进行了具有与实验相似特性的单轴拉伸试验,以确定所有三轴建模试样的上述力学性能,但也确定了失效参数或直至失效的塑性应变。通过将实验结果与数值模拟结果进行比较,验证了所获得的结果。在断裂应变下对两种钢的精度进行了比较,标准试样的两种钢平均精度<1%,(20a)试样的平均精度为1.50%,(4a)试样为4%,(a)试样为3.50%。最后得出结论,所提出的材料模型和标定的失效数据拟合良好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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