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Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas

Deformations (Mechanics). --- Girders. --- Mathematical analysis. --- Plates (Engineering). --- Plates (Engineering)--Mathematical models. Girders--Mathematical models. Shear (Mechanics) Deformations (Mechanics) Mathematical analysis. --- Shear (Mechanics). --- Plates (Engineering) --- Girders --- Shear (Mechanics) --- Deformations (Mechanics) --- Mathematical models. --- 517.1 Mathematical analysis --- Mathematical analysis --- Shear lag --- Beams --- Disks (Mechanics) --- Panels --- Structural plates --- Elastic solids --- Mechanics --- Rheology --- Strains and stresses --- Structural failures --- Elasticity --- Bars (Engineering) --- Structural frames --- Graphic statics --- Elastic plates and shells --- Structural analysis (Engineering) --- Shells (Engineering) --- Cisaillement (Mécanique) --- Déformations (Mécanique) --- Analyse mathématique --- Mathematical models --- ELSEVIER-B EPUB-LIV-FT --- Plates --- Shears