双相钢极限圆顶高度试验成形性评价及应变分布

Miroslav Tomáš, Juliy Martyn Kulya, Vladimír Kokarda
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摘要

本文介绍了用于生产汽车车身后变形区零件的双相钢DP800的成形性试验。钢材厚度为1.6mm,极限穹顶高度试验在Erichsen 145-60试验机上进行。将不同宽度的试样拉伸至断口处,测量冲孔路径和受力。为了使用摄影测量系统Argus测量应变分布,样品被蚀刻以创建变形网格点。然后,建立LDH试验仿真模型,设置冲孔路径,计算本构方程Hill 48和Hollomon模型描述材料时的应变分布。采用显式和隐式模拟软件,将实验测得的应变分布与数值模拟结果进行了比较。108 mm试样达到极限圆顶高度(LDH=23.5±1.5mm),应变分布测量证实了平应变状态。采用隐式模拟软件进行数值模拟可以较好地描述主应变分布,最大拉伸力与主应变的相对误差较小。
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Formability Evaluation and Strain Distribution at the Limit Dome Height Test of Dual-Phase Steel
The article deals with the formability testing of dual-phase steel DP800 that is used for the production of parts used in the rear deformation zone of the car body. The thickness of the steel was 1.6mm, and the Limit Dome Height test was performed on an Erichsen 145-60 testing machine. Specimens of different widths were stretched up to the fracture, and the punch path and force were measured. Specimens were etched to create a deformation grid of dots in order to measure the strain distribution using the photogrammetric system Argus. Then, the simulation model of the LDH test was created, and the punch path was set to calculate the strain distribution when constitutive equations Hill 48 and the Hollomon model described the material. The results of strain distribution measured experimentally were compared to those numerically simulated using both explicit and implicit simulation software. Limit Dome Height (LDH=23.5±1.5mm) was reached for specimen 108 mm, and measurements of strain distribution confirmed the plain strain state. A better description of principal strain distribution was reached at numerical simulation by the implicit simulation software, where the relative error of both the maximum stretching force and principal strains was lower.
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