杜家政, 王莉, 卢立晗. 框架结构单元几何应变能的计算与验证[J]. 北京工业大学学报, 2014, 40(6): 894-899.
    引用本文: 杜家政, 王莉, 卢立晗. 框架结构单元几何应变能的计算与验证[J]. 北京工业大学学报, 2014, 40(6): 894-899.
    DU Jia-zheng, WANG Li, LU Li-han. Derivation and Validation of Element Geometric Strain Energy for Frame Structure[J]. Journal of Beijing University of Technology, 2014, 40(6): 894-899.
    Citation: DU Jia-zheng, WANG Li, LU Li-han. Derivation and Validation of Element Geometric Strain Energy for Frame Structure[J]. Journal of Beijing University of Technology, 2014, 40(6): 894-899.

    框架结构单元几何应变能的计算与验证

    Derivation and Validation of Element Geometric Strain Energy for Frame Structure

    • 摘要: 为了得到框架结构单元几何应变能,在平面框架结构单元几何刚度矩阵的基础上,推导空间框架结构的单元几何刚度矩阵,借助MSC Patran软件平台,采用PCL(patran command language)语言编写了计算单元几何应变能的程序.数值算例表明:程序运算得出的单元几何应变能求和与MSC Nastran分析数据推导得出的单元几何应变能之和存在非常小的数值误差,验证了程序得出的每个单元几何应变能的正确性,解决了有限元软件难以提取单元几何应变能的问题,可用于研究屈曲约束的显式化问题.

       

      Abstract: To obtain the element geometric strain energy,the element geometric stiffness matrix of spatial frame structure was derivated based on the element geometric stiffness matrix of planar frame structure.On the platform of MSC Patran software,the program was implemented to compute the element geometric stiffness matrix and the element geometric strain energy with PCL(Patran Command Language).Numerical examples show that summation of element geometric strain energy from the program is consistent with the results inferred from MSC Nastran,which indicates the validity of the element geometric stiffness matrix of spatial frame structure and establishes the foundation for the structure optimization considering buckling constraint.

       

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