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Experimental and numerical study on crashworthiness of cold-formed dimpled steel columns

机译:冷弯型钢柱防撞性能的试验与数值研究

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The UltraSTEEL forming process forms plain steel sheets into dimpled steel sheets and this process increases the sheet material's strengths by generating plastic deformation on the material during the process. This paper presented experimental testing and developed a finite element (FE) model to predict the energy absorption characteristics of dimpled thin-walled structures under axial impact loads, and compared the energy absorption efficiencies (specific energy absorption) of plain and dimpled columns. Dynamic experimental tests were conducted using the drop tower at two different impact velocities. Explicit FE analysis were then carried out to simulate the experiments. The FE method was validated by comparing the numerical and experimental failure modes, crushing force response and specific energy absorptions. The validated FE method was then applied hi an optimization study on the parameter of forming depth. The effects of forming depth on both geometry and material properties have been taken into account in the optimization study. It has been found that the specific energy absorption of dimpled columns is up to 16.3% higher than the comparable plain columns.
机译:UltraSTEEL成型工艺将普通钢板制成凹版钢板,该工艺通过在加工过程中在材料上产生塑性变形来提高板材的强度。本文介绍了实验测试并建立了有限元(FE)模型,以预测凹坑薄壁结构在轴向冲击载荷下的能量吸收特性,并比较了普通柱和凹坑柱的能量吸收效率(比能量吸收)。使用落塔以两种不同的冲击速度进行了动态实验测试。然后进行显式有限元分析以模拟实验。通过比较数值和实验失效模式,破碎力响应和比能量吸收来验证有限元方法。然后将经过验证的有限元方法应用于成形深度参数的优化研究。优化研究已考虑了成型深度对几何形状和材料特性的影响。已经发现,凹坑柱的比能量吸收比可比的普通柱高高达16.3%。

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