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Adda Bedia El Abbas

Researcher at SIDI

Publications -  11
Citations -  296

Adda Bedia El Abbas is an academic researcher from SIDI. The author has contributed to research in topics: Plate theory & Buckling. The author has an hindex of 5, co-authored 11 publications receiving 269 citations.

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A theoretical analysis of flexional bending of Al/Al2O3 S-FGM thick beams

TL;DR: In this article, an elastic, rectangular, and simply supported, sigmoid functionally graded material (S-FGM) beam of thick thickness subjected to uniformly distributed transverse loading has been investigated.
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Static Analysis of Functionally Graded Sandwich Plates Using an Efficient and Simple Refined Theory

TL;DR: In this article, a displacement based high-order shear deformation theory is introduced for the static response of functionally graded sandwich plate, which is variationally consistent, has strong similarity with classical plate theory in many aspects, does not require shear correction factor, and gives rise to transverse shear stress variation.
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A simplified approach for seismic calculation of a tall building braced by shear walls and thin-walled open section structures

TL;DR: In this article, an approximate hand-method for seismic analysis of an asymmetric building structure having constant properties along its height is presented, where the building is stiffened by a combination of shear walls and thin-walled open section structures.

Buckling Analysis of Functionally Graded Plates with Simply Supported Edges

TL;DR: In this paper, thermal buckling analysis of S-FGM is investigated by using first order shear deformation theory, where material properties are varied continuously in the thickness direction according to a sigmoid distribution.
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Approximate analysis of adhesive stresses in the adhesive layer of plated RC beams

TL;DR: In this article, a parametric study has been conducted to investigate the sensitivity of interface behaviors to parameters such as the interface layer stiffness, and the results agree reasonably well with those from the existing solutions.