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Non‐linear analysis of plate and folded plate structures by the finite strip method

Miodrag Sekulovi (Civil Engineering Faculty, University of Beograd, Beograd, Yugoslavia)
Dragan Milašinovi (Civil Engineering Faculty. University of Mostar, Mostar, Yugoslavia)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 January 1987

78

Abstract

An analysis of the plate and folded plate structures is carried out, taking into account the geometrical non‐linearities and the effects of creep, using the finite strip method. An assumption is made that only small deformations and large displacements and rotations exist. Creep of concrete has an important influence on some structures and cannot be neglected in such analysis, especially when geometrical non‐linearities are taken into account. The stiffness matrices (classical and geometrical) and the vector of equivalent nodal loading for the finite strips are obtained using the variation approach. The interpolation functions used are multiples of polynomial and trigonometric functions. Numerical examples showing the theoretical considerations are presented.

Citation

Sekulovi, M. and Milašinovi, D. (1987), "Non‐linear analysis of plate and folded plate structures by the finite strip method", Engineering Computations, Vol. 4 No. 1, pp. 41-47. https://doi.org/10.1108/eb023682

Publisher

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MCB UP Ltd

Copyright © 1987, MCB UP Limited

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