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Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures-Numerical investigations

机译:多孔薄壁钢结构的材料和几何非线性等参样条有限条分析-数值研究

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摘要

The theoretical developments of a material inelastic and geometric nonlinear analysis by use of the isoparametric spline finite strip method (ISFSM) are presented in a companion paper (Yao and Rasmussen (submitted) [1]). In the present paper, the numerical implementation of the analysis is reported, including nonlinear solution techniques, inelastic material models, selective reduced integration strategies, convergence criteria, and solution procedures. The reliability and efficiency of the method are demonstrated by a number of numerical examples, including analyses of flat plates with different material plasticity models, a classical nonlinear shell problem, perforated flat and stiffened plates, and perforated stiffened channel section storage rack uprights.
机译:伴随论文(Yao和Rasmussen(已提交)[1])介绍了使用等参样条有限条带方法(ISFSM)对材料进行非弹性和几何非线性分析的理论进展。在本文中,报告了该分析的数值实现,包括非线性求解技术,非弹性材料模型,选择性简化积分策略,收敛准则和求解程序。该方法的可靠性和效率通过许多数值示例得到证明,包括分析具有不同材料可塑性模型的平板,经典的非线性壳问题,带孔的平板和加硬板以及带孔的加硬通道段存储架立柱。

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