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An incremental numerical method for calculation of residual stresses and strains in cold-formed steel members

机译:一种用于计算冷弯型钢构件残余应力和应变的增量数值方法

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摘要

The residual stresses and strains in cold-formed steel members are a result of the manufacturing process. It has been shown that the variation of residual stresses through the thickness of cold-formed steel members is not linear. In this study a numerical algorithm is developed to calculate the through-thickness variation of residual stresses and strains. The algorithm calculates the stresses and strains by viewing the manufacturing process as a combination of elasto-plastic bending and springback in a wide plate under plane strain conditions. In order to calculate the plastic deformations, the Prandtl-Reuss flow rule associated with von Mises yield criterion is used. With regard to satisfying the boundary conditions on the surface, the bisection method is used to find the location of the neutral axis. The results obtained via the proposed algorithm are verified with the available closed formed solutions, finite element analysis results and experimental measurements. A parametric study is performed to evaluate the effect of the coil radius and cross-sectional and material properties on the residual stresses and strains. It is shown that, while in the corner regions the most important parameter is the corner radius, it is the coil radius and yield stress that play a significant role in the variation of residual stresses and strains in the flat regions. (C) 2016 Elsevier Ltd. All rights reserved.
机译:冷成型钢构件中的残余应力和应变是制造过程的结果。已经表明,残余应力在冷弯型钢构件厚度上的变化不是线性的。在这项研究中,开发了一种数值算法来计算残余应力和应变的整个厚度变化。该算法通过将制造过程视为在平面应变条件下在宽板中弹塑性弯曲和回弹的组合来计算应力和应变。为了计算塑性变形,使用了与von Mises屈服准则相关的Prandtl-Reuss流动规则。为了满足表面上的边界条件,采用二等分法找到中性轴的位置。通过提出的算法获得的结果将通过可用的闭合成形解,有限元分析结果和实验测量进行验证。进行参数研究以评估线圈半径,横截面和材料特性对残余应力和应变的影响。结果表明,在拐角区域,最重要的参数是拐角半径,而线圈半径和屈服应力在平坦区域的残余应力和应变变化中起着重要作用。 (C)2016 Elsevier Ltd.保留所有权利。

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