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Stability of initially stressed square plates with square openings

โœ Scribed by Patricio A.A. Laura


Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
85 KB
Volume
6
Category
Article
ISSN
0951-8339

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Stability of initially stressed square p
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The stability of a simply supported square plate with openings under in-plane loading is analysed using a Finite Element program BUCSAP (BUCkling Structural Analysis Program). The openings are considered as square and central for the main study but rectangular and central for comparison with other w

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Equations of motion for antisymmetric angle-ply plates in a general state of non-uniform initial stresses, where the effects of transverse shear and rotatory inertia are included, are derived by using Trefftz equations and the variational principle. These equations are then non-dimensionalized to a