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- W2184931887 abstract "In this study, large-deformation and small-strain elasto-plastic analysis of space frames with symmetric cross sections and semi-rigid connections are presented. The effect of axial forces on the bending moment and lateral buckling are included. However, axial-torsional and warping effects are omitted. The Eulerian equations for a beam-column with finite rotation taking into account bowing effects are adopted for an elastic system and are extended to an inelastic system with a plastic hinge concept. The derived tangent stiffness matrix is asymmetric due to the finite rotation. The joint connection elements were introduced for semi-rigidity using a static condensation technique. The arc-length method was applied to trace the post-buckling range of elastic and elasto-plastic problems with semi-rigid connections. Nonlinear buckling and elasto-plastic collapse analyses were carried out for the proposed space frame to demonstrate the potential of the developed method in terms of accuracy and efficiency." @default.
- W2184931887 created "2016-06-24" @default.
- W2184931887 creator A5028111620 @default.
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- W2184931887 date "2011-01-01" @default.
- W2184931887 modified "2023-10-18" @default.
- W2184931887 title "SEMI-RIGID ELASTO-PLASTIC POST BUCKLING ANALYSIS OF A SPACE FRAME WITH FINITE ROTATION" @default.
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- W2184931887 doi "https://doi.org/10.18057/ijasc.2011.7.3.5" @default.
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