A
Atteshamuddin S. Sayyad
Researcher at Savitribai Phule Pune University
Publications - 100
Citations - 1972
Atteshamuddin S. Sayyad is an academic researcher from Savitribai Phule Pune University. The author has contributed to research in topics: Simple shear & Plate theory. The author has an hindex of 19, co-authored 82 publications receiving 1457 citations. Previous affiliations of Atteshamuddin S. Sayyad include Government Engineering College, Sreekrishnapuram.
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Bending, buckling and free vibration of laminated composite and sandwich beams: A critical review of literature
TL;DR: A critical review of literature on bending, buckling and free vibration analysis of shear deformable isotropic, laminated composite and sandwich beams based on equivalent single layer theories, layerwise theories, zig-zag theories and exact elasticity solution is presented in this paper.
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On the free vibration analysis of laminated composite and sandwich plates: A review of recent literature with some numerical results
TL;DR: In this paper, the free vibration analysis of multilayered laminated composite and sandwich plates using various methods available for the analysis of plates is presented and compared with other higher order shear deformation theories.
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Modeling and analysis of functionally graded sandwich beams: a review
TL;DR: In this paper, the authors proposed several modeling techniques and solution methods for sandwich beams and plates made of functionally graded (FG) materials, which are widely used in many engineering industries.
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A sinusoidal beam theory for functionally graded sandwich curved beams
TL;DR: In this article, a sinusoidal beam theory considering the effects of transverse normal stress/strain is applied for the bending analysis of FG sandwich beams curved in elevation, where material properties of FG skins are varied through the thickness according to the power law distribution.
Journal Article
Bending and free vibration analysis of thick isotropic plates by using exponential shear deformation theory
TL;DR: In this paper, a variationally consistent exponential shear deformation theory for the bi-directional bending and free vibration analysis of thick plates is presented. But the theory does not require shear correction factor.