Three-dimensional spline finite strip analysis of laminated panels. ISBN Full text not available from this repository. Abstract In this paper, a combined spline finite strip and state space approach is introduced to obtain three-dimensional solutions of laminated composite plates with various boundary conditions. The method is applicable to the analysis of various structures such as isolated plates, stiffened panels, rolled sections and stiffened box-girder bridges.
Canadian Journal of Civil Engineering
To check the accuracy of the method a comparison with some published theoretical and experimental results is undertaken. Secondly, a parametric study for stiffened panels, columns, and beams is presented. For the stiffened panels, the effect of seven parameters slenderness ratio, residual stress, dimensions and shape of the stiffener, mode of buckling, the longitudinal boundary conditions, and the yield stress has been investigated.
Approximate design curves for the optimum dimensions of panels stiffened by flat stiffeners are given. The capability of the method for the analysis of a stiffened box-girder in bending is also shown. The effect of seven parameters dimensions and shape of the cross-section, the slenderness ratio, the material yield stress, the residual stress, the initial overall imperfection and the eccentricity of the applied load on the inelastic buckling of columns and beams has been studied.
All the results are given in nondimensional graphs or tables. Finally large deflection plate theory is applied to study the post-buckling behaviour of both perfect plates and those with initial imperfections. The work in this section is restricted to the elastic state.
Finite Strip Method In Structural Analysis
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UBC Theses and Dissertations
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Finite Strip Method in Structural Analysis
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Finite strip method in structural analysis (Structures and solid body mechanics series)
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- ISBN 10: 0080183085.
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