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- W852802171 abstract "Geometrically non-linear finite element formulation based on the truss element and the shear deformable frame element is presented in order to evaluate stability and post-buckling behaviors of plane truss girders. The tangent stiffness for the truss element and the shear flexible frame element are calculated by using Hermitian polynomials considering shear effects as shape functions. In determining static deflections and buckling loads and tracing post-buckling of truss type structures, results analyzed by the equivalent beam element show good agreement with results by the truss, the frame. and the combined element. As a result, it is judged that this procedure by the equivalent beam element is effective for analyzing stability behaviors of the stiffening truss girders." @default.
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- W852802171 date "1996-01-01" @default.
- W852802171 modified "2023-09-23" @default.
- W852802171 title "Stability and Post-buckling Analysis of Stiffening Truss Girders" @default.
- W852802171 hasPublicationYear "1996" @default.
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