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- W89074702 abstract "In this work a non-linear analysis of beam-type structures with a thin-walled cross-section is presented. Using the updated Lagrangian incremental formulation, the assumption of isotropic and linear-elastic material behaviour and the non-linear displacement field of thin-walled cross-section based on inclusion of second order terms of large rotations, elastic and geometric stiffness matrices of a two-node space beam element are developed. Due to the non-linear displacement field, all internal moments occurring in the geometric stiffness are obtained as those of semitangential behaviour. In this way the joint equilibrium of non-collinear elements is provided. External stiffness approach is applied in the force recovery phase. The effectiveness of the presented numerical algorithm is validated through the test problem." @default.
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- W89074702 date "2009-05-26" @default.
- W89074702 modified "2023-09-23" @default.
- W89074702 title "Updated Lagrangian Formulation using ESA Approach in Large Rotation Problems of Thin-Walled Beam-Type Structures" @default.
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- W89074702 doi "https://doi.org/10.4203/ccp.73.75" @default.
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