scispace - formally typeset
K

Kouider Halim Benrahou

Researcher at SIDI

Publications -  47
Citations -  2277

Kouider Halim Benrahou is an academic researcher from SIDI. The author has contributed to research in topics: Beam (structure) & Buckling. The author has an hindex of 22, co-authored 45 publications receiving 1792 citations.

Papers
More filters
Journal ArticleDOI

A nonlocal zeroth-order shear deformation theory for free vibration of functionally graded nanoscale plates resting on elastic foundation

TL;DR: In this article, a zeroth-order shear deformation theory for free vibration analysis of functionally graded (FG) nanoscale plates resting on an elastic foundation is presented, which takes into account the influences of small scale and the parabolic variation of the transverse shear strains across the thickness of the nanoscales plate and thus, it avoids the employ use of shear correction factors.
Journal ArticleDOI

Bending and free vibration analysis of functionally graded plates using a simple shear deformation theory and the concept the neutral surface position

TL;DR: In this article, a new first-order shear deformation theory is developed for bending and dynamic behaviors of functionally graded plates, and the number of unknowns of this theory is the least one comparing with the traditional firstorder and the other higher order deformation theories.
Journal ArticleDOI

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.
Journal ArticleDOI

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.