M
Mohsen Asghari
Researcher at Sharif University of Technology
Publications - 86
Citations - 3213
Mohsen Asghari is an academic researcher from Sharif University of Technology. The author has contributed to research in topics: Boundary value problem & Equations of motion. The author has an hindex of 25, co-authored 82 publications receiving 2841 citations. Previous affiliations of Mohsen Asghari include Zanjan University of Medical Sciences.
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A nonlinear Timoshenko beam formulation based on the modified couple stress theory
TL;DR: In this article, a nonlinear size-dependent Timoshenko beam model based on modified couple stress theory is presented, a non-classical continuum theory capable of capturing the size effects.
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On the size-dependent behavior of functionally graded micro-beams
TL;DR: In this article, the size-dependent static and vibration behavior of micro-beams made of functionally graded materials (FGMs) is analyzed on the basis of the modified couple stress theory in the elastic range.
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The modified couple stress functionally graded Timoshenko beam formulation
TL;DR: In this article, a modified couple stress theory is proposed to capture the small-scale size effects in the mechanical behavior of structures, where the beam properties are assumed to vary through the thickness of the beam.
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Investigation of the size-dependent dynamic characteristics of atomic force microscope microcantilevers based on the modified couple stress theory
TL;DR: In this article, the resonant frequency and sensitivity of atomic force microscope (AFM) microcantilevers are studied using the modified couple stress theory, which employs additional material parameters besides those appearing in classical continuum theory to treat the size-dependent behavior.
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A nonlinear strain gradient beam formulation
TL;DR: In this paper, a nonlinear size-dependent Euler-Bernoulli beam model is developed based on a strain gradient theory, capable of capturing the size effect, considering the midplane stretching as the source of the nonlinearity in the beam behavior, the governing nonlinear partial differential equation of motion and the corresponding classical and non-classical boundary conditions are determined using the variational method.