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- W2347968831 abstract "In this paper, the buckling analysis of composite beam with across-width arbitrary delamination was investigated. The basic equations were built on the basis of elastic theory. The different sizes and position of delamination were described easily because of the beam being divided into fields and the B-spline functions being applicated to the basic function of the displacement. Considering the boundary conditions, the continuous conditions of the displacements and the equilibrium conditions of the shearing force and moment between the fields, as well as the additional conditions of the normal force, the basic equiations were resolved. The varying regulars of the critical loads of beams with different positions and the sizes of de-lamination are obtained. The comparion of the critical loads with arbitrary and symmetric delamination is given. It is necessary to consider the effects of delamination on the buckling analysis of laminated beam." @default.
- W2347968831 created "2016-06-24" @default.
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- W2347968831 date "2001-01-01" @default.
- W2347968831 modified "2023-09-25" @default.
- W2347968831 title "Buckling Analysis of Composite Beams with Delamination" @default.
- W2347968831 hasPublicationYear "2001" @default.
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