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Abdeldjebbar Tounsi

Researcher at SIDI

Publications -  36
Citations -  2448

Abdeldjebbar Tounsi is an academic researcher from SIDI. The author has contributed to research in topics: Buckling & Bending. The author has an hindex of 23, co-authored 32 publications receiving 1882 citations.

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A study on the structural behaviour of functionally graded porous plates on elastic foundation using a new quasi-3D model: Bending and free vibration analysis

TL;DR: In this article, a quasi-3D hyperbolic shear deformation theory is proposed to analyze the statics and free vibration of functionally graded porous plates resting on elastic foundations, and the equations of motion are derived from the Hamilton principle.
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Deflections, stresses and free vibration studies of FG-CNT reinforced sandwich plates resting on Pasternak elastic foundation

TL;DR: In this article, the static and free vibration behavior of nanocomposite sandwich plates reinforced by carbon nanotubes resting on Pasternak elastic foundation is covenants with the first shear deformation theory (FSDT), the Hamilton's principle is employed to derive the mathematical models.
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Buckling and dynamic behavior of the simply supported CNT-RC beams using an integral-first shear deformation theory

TL;DR: In this article, the buckling and vibrational behavior of the composite beam armed with single-walled carbon nanotubes (SW-CNT) resting on Winkler-Pasternak elastic foundation are investigated.
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Stability and dynamic analyses of SW-CNT reinforced concrete beam resting on elastic-foundation

TL;DR: In this paper, the dynamic and stability analysis of the simply supported single walled carbon nanotubes (SWCNT) reinforced concrete beam on elastic-foundation using an integral first-order shear deformation beam theory is presented.
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Static and dynamic behavior of (FG-CNT) reinforced porous sandwich plate using energy principle

TL;DR: In this article, the static and dynamic behavior of Functionally Graded Carbon Nanotubes (FG-CNT)-reinforced porous sandwich (PMPV) polymer plate is investigated within the first order shear deformation theory.