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- W2020551328 abstract "Abstract An efficient approach to the nonlinear analysis of plate–truss composite steel girders is presented in this paper. Using finite strip elements in transverse direction, a spatial displacement field in consideration of local buckling of a plate–truss composite structure is constructed. The updated Lagrangian formulation of the finite strip element is introduced based on the incremental virtual work principle of the three-dimensional continuum, and the effect of large deformation is taken into account with the Euler coordinate transformation. The effect of material nonlinear behavior is considered with inner-force plastic coefficients of cross section. As an illustrating example of the application of the presented approach, the nonlinear behavior of a plate–truss composite steel bridge model is studied, and the computational results are verified with test data." @default.
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- W2020551328 date "2003-09-01" @default.
- W2020551328 modified "2023-09-27" @default.
- W2020551328 title "Nonlinear analysis of plate–truss composite steel girders" @default.
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- W2020551328 doi "https://doi.org/10.1016/s0141-0296(03)00107-x" @default.
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