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首页> 外文期刊>International Journal of Plasticity >Effect of strain rate on plastic anisotropy of advanced high strength steel sheets
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Effect of strain rate on plastic anisotropy of advanced high strength steel sheets

机译:应变速率对高级高强度钢板塑性各向异性的影响

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This paper investigates the effect of strain rate on plastic anisotropy of advanced high strength steel sheets at static and intermediate strain rates. Uniaxial tensile tests were performed at different strain rates to obtain yield stresses and r-values at various loading angles to the reference rolling direction on two advanced high strength steel sheets of TRIP590 and DP780 and a conventional cold-rolled steel sheet of SPCC for comparison. A new method was proposed to measure r-values at intermediate strain rates with the aid of digital image correlation to investigate the deformation history during tensile tests. Plastic anisotropy of the steels was modeled with Hill48, Yld89 and Yld2000-2d yield functions at strain rates between 0.001s-1 and 100s-1. The performance of the three yield criteria was evaluated by comparisons of theoretically calculated planar distributions of the uniaxial yield stress and the r-value with experimental data. Yld2000-2d yield function was found to accurately describe the in-plane anisotropy of the uniaxial yield stress and the r-value of the advanced high strength steels since it has great flexibility due to a larger number of the mechanical parameters incorporated than that of Hill48 yield function with which the anisotropy of SPCC can be described acceptably. Yld2000-2d yield loci were constructed on the two advanced high strength steel sheets and SPCC in order to investigate the effect of the strain rate on their plastic anisotropy at the given range of strain rates. For the materials that we investigated, it is evident that strain rate has a distinct effect both on the shape and magnitude of the yield surface, and the plastic anisotropy tends to diminish at a higher strain rate.
机译:本文研究了静态和中等应变速率下应变速率对高级高强度钢板塑性各向异性的影响。在TRIP590和DP780的两种先进高强度钢板和SPCC的常规冷轧钢板上,以不同的应变率进行了单轴拉伸试验,以获得在相对于轧制方向的不同载荷角下的屈服应力和r值,以进行比较。提出了一种新方法来测量中应变速率下的r值,借助数字图像相关性来研究拉伸试验期间的变形历史。用Hill48,Yld89和Yld2000-2d屈服函数在0.001s-1和100s-1之间的应变率对钢的塑性各向异性进行建模。通过将理论计算的单轴屈服应力和r值的平面分布与实验数据进行比较,来评估这三个屈服准则的性能。发现Yld2000-2d屈服函数可以准确地描述单轴屈服应力的面内各向异性和高级高强度钢的r值,因为它具有很大的柔韧性,这是因为其所包含的机械参数数量比Hill48更大。可以很好地描述SPCC各向异性的屈服函数。在两个先进的高强度钢板和SPCC上构建了Yld2000-2d屈服点,以研究在给定应变率范围内应变率对其塑性各向异性的影响。对于我们研究的材料,很明显应变率对屈服面的形状和大小都有明显的影响,而塑性各向异性在较高应变率下趋于减小。

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