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One approach to solving problems of the statics of rectangular plates with a low shear stiffness

โœ Scribed by N. G. Stepanenko


Publisher
Springer US
Year
1988
Tongue
English
Weight
469 KB
Volume
24
Category
Article
ISSN
1573-8582

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A novel analytical solution to shear flexible rectangular plates with arbitrary laminations is presented. The deformation formulation of the plate characterized by the equivalent single layer theory that considers the effects of transverse shear deformations, suitable for moderately thick plates, re