Bending of Thick Plates on Elastic Foundation
作者： George Z. VOYIADJIS , Peter I. KATTAN
DOI: 10.1016/B978-0-444-88366-7.50009-9
关键词: Bending of plates 、 Plate theory 、 Transverse plane 、 Structural engineering 、 Foundation (engineering) 、 Line (geometry) 、 Mechanics 、 Transverse shear 、 Bending 、 Materials science 、 Work (thermodynamics)
摘要: In this work a two–dimensional elastostatic theory for thick plates on an elastic foundation is presented. This incorporates the transverse normal strain effect in addition to shear and stress effects. The governing equations solutions non-symmetrical bending of circular resting are A problem which effects (due line concentrated loads) significant discussed. results compared those obtained using plate by E. Reissner classical theory. Illustrative numerical infinite subjected loads included.
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