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- W2374904523 abstract "To obtain the theoretical value of deformation,continuous beams were decomposed into simple beams with end moment,and then the simple beams were further divided into concrete and steel beams with forces along the interfaces.Based on the assumption that interface forces in tangential and normal direction were both of random distribution,the equations of moment and axial force under external and interface forces of the separated units were constituted.According to deformation compatibility of the separated units,the relationship of interface forces in tangential and normal directions was obtained.Then distributing functions of interface force and slippage were gained by combing the shear force- slip relationship with the above equations.Furthermore,considering the boundary conditions that the two rank derivatives of strain and deformation at sections adjacent to the internal supports are both zero,ideal solution of deformation equation of continuous composite beams considering interface slip was achieved at last." @default.
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- W2374904523 date "2006-01-01" @default.
- W2374904523 modified "2023-09-25" @default.
- W2374904523 title "Study on Deformation of Continuous Prestressed Steel-concrete Composite Beams" @default.
- W2374904523 hasPublicationYear "2006" @default.
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