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Hadi Arvin

Researcher at Shahrekord University

Publications -  42
Citations -  811

Hadi Arvin is an academic researcher from Shahrekord University. The author has contributed to research in topics: Nonlinear system & Vibration. The author has an hindex of 13, co-authored 30 publications receiving 497 citations. Previous affiliations of Hadi Arvin include Islamic Azad University & Amirkabir University of Technology.

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A numerical study of free and forced vibration of composite sandwich beam with viscoelastic core

TL;DR: In this paper, a finite element code is developed for structural response analysis of the free and forced vibration of a sandwich beam with composite faces and viscoelastic core, where independent transverse displacements on two faces and linear variations through the depth of the beam core are considered.
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Non-linear modal analysis of a rotating beam

TL;DR: In this paper, the von Karman strain-displacement relations of a rotating beam were implemented by applying the method of multiple scales to a set of discretized ordinary differential equations which obtained by using the Galerkin discretization method.
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A geometrically exact approach to the overall dynamics of elastic rotating blades—part 1: linear modal properties

TL;DR: In this paper, a geometrically exact mechanical model for the overall dynamics of elastic isotropic rotating blades is proposed, which includes all geometric terms in the kinematics and in the balance laws without any restriction on the geometry of deformation besides the enforcement of local rigidity of the blade cross sections.
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Nonlinear free vibration analysis of rotating composite Timoshenko beams

TL;DR: In this article, a nonlinear free vibration analysis of rotating composite Timoshenko beams is proposed based on the assumptions of Timoshenko beam theory and the nonlinear von-Karman strain-displacement relationships.
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Interactive thermal and inertial buckling of rotating temperature-dependent FG-CNT reinforced composite beams

TL;DR: In this article, the conditions of thermo-inertial buckling for rotating carbon nanotube reinforced composite (CNTRC) beams with different boundary conditions, various volume fractions and graded patterns for CNTs and different geometrical parameters were analyzed.