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Akbar Alibeigloo

Researcher at Tarbiat Modares University

Publications -  99
Citations -  3209

Akbar Alibeigloo is an academic researcher from Tarbiat Modares University. The author has contributed to research in topics: Boundary value problem & Vibration. The author has an hindex of 30, co-authored 85 publications receiving 2500 citations. Previous affiliations of Akbar Alibeigloo include Bu-Ali Sina University.

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Static analysis of functionally graded carbon nanotube-reinforced composite plate embedded in piezoelectric layers by using theory of elasticity

TL;DR: In this article, the bending behavior of functionally graded carbon nanotube reinforced composite (FG-CNTRC) plate embedded in thin piezoelectric layers subjected to mechanical uniform load with simply supported boundary conditions is investigated.
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Thermoelastic analysis of functionally graded carbon nanotube-reinforced composite plate using theory of elasticity

TL;DR: In this article, the bending behavior of carbon nanotube-reinforced composite (FG-CNTRC) rectangular plate with simply supported edges subjected to thermo-mechanical loads is examined.
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Static and free vibration analysis of graphene platelets reinforced composite truncated conical shell, cylindrical shell, and annular plate using theory of elasticity and DQM

TL;DR: In this paper, three-dimensional static and free vibration analysis of functionally graded graphene platelets-reinforced composite (FG-GPLRC) truncated conical shells, cylindrical shells and annula shells was performed.
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Free vibration analysis of functionally graded carbon nanotube-reinforced composite cylindrical panel embedded in piezoelectric layers by using theory of elasticity

TL;DR: In this paper, the free vibration behavior of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) cylindrical panel embedded in piezoelectric layers with simply supported boundary conditions is investigated by using three-dimensional theory of elasticity.
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Exact solutions for rectangular Mindlin plates under in-plane loads resting on Pasternak elastic foundation. Part II: Frequency analysis

TL;DR: In this article, exact solutions for free vibration analysis of rectangular Mindlin plates when uniformly and linearly distributed in-plane loading is acting at two opposite edges simply supported are presented. But the analysis procedure is based on the Mindlin plate theory considering the first-order shear deformation effect, including plate-foundation interaction.