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- W2364720554 abstract "According to the increment virtual displacement principle based on the updated Lagrange configuration and 3D space thin-walled member theory,the solutions of equilibrium equations under stretch-bending,compression-bending,pure bending and torsion,are taken as the interpolation functions,and the geometrical nonlinear stiffness matrix of space thin-walled beam-column elements considering cross-section warping effect is derived. The Von Mises yield criterion in combination with the Zeigler mixed hardening assumption which takes the Bauschinger effect and yield surface expansion into account and an association flow rule is incorporated into the material nonlinearity consideration,and the constitutive equations based on isotropic plastic accumulative damage are considered in the process.The accuracy and efficiency of the proposed analytical configuration are verified by numerical examples,and the method may provide a foundation for the advanced analysis of space steel frames considering damage." @default.
- W2364720554 created "2016-06-24" @default.
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- W2364720554 date "2008-01-01" @default.
- W2364720554 modified "2023-09-23" @default.
- W2364720554 title "Plastic-Zone Method of Steel Structure Considering Isotropic Plastic Damage" @default.
- W2364720554 hasPublicationYear "2008" @default.
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