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基于敏度分析的拉压不同模量桁架问题的数值分析

Release Time:2022-12-21  Hits:

Date of Publication: 2022-10-10

Journal: 计算力学学报

Institution: 运载工程与力学学部

Volume: 28

Issue: 2

Page Number: 237-242

ISSN: 1007-4708

Abstract: A new smoothed elastic bi-modular constitutive relationship is
   presented, therefore the sensitivity of stiffness matrix with respect to
   displacement and the sensitivity of displacement with respect to elastic
   modulus can be obtained conveniently. A FEM and sensitivity analysis
   based numerical model is developed for elastic 1D continuum and truss
   structures with dual extensional/compressive modulus, and Newton-Raphson
   algorithm is employed in the solution process. A number of numerical
   examples are given to verify the proposed algorithm with high computing
   accuracy and efficiency

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