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Dong-Ho Choi

Researcher at Hanyang University

Publications -  96
Citations -  2127

Dong-Ho Choi is an academic researcher from Hanyang University. The author has contributed to research in topics: Plate theory & Buckling. The author has an hindex of 20, co-authored 90 publications receiving 1779 citations.

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Size-dependent functionally graded kirchhoff and mindlin plate models based on a modified couple stress theory

TL;DR: In this paper, a modified couple stress theory for bending, buckling, and vibration of functionally graded Kirchhoff and Mindlin plates is developed using a size-dependent model that captures the size effect, geometric nonlinearity, and two-constituent material variation through the plate thickness.
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A simple first-order shear deformation theory for the bending and free vibration analysis of functionally graded plates

TL;DR: In this article, a simple first-order shear deformation theory for the bending and free vibration analysis of functionally graded plates is presented, which has strong similarities with the classical plate theory.
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A simple first-order shear deformation theory for laminated composite plates

TL;DR: In this paper, a simple first-order shear deformation theory for laminated composite plates is presented, which has strong similarities with the classical plate theory in many aspects such as equations of motion, boundary conditions, and stress resultant expressions.
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A refined shear deformation theory for free vibration of functionally graded plates on elastic foundation

TL;DR: A refined shear deformation theory for free vibration of functionally graded plates on elastic foundation is developed in this paper, where the displacement field is chosen based on assumptions that the in-plane and transverse displacements consist of bending and shear components, and the shear component gives rise to the parabolic variation of shear strain through the thickness in such a way that shear stresses vanish on the plate surfaces.
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A refined plate theory for functionally graded plates resting on elastic foundation

TL;DR: In this article, a refined plate theory for functionally graded plates resting on elastic foundation is developed, which accounts for a quadratic variation of the transverse shear strains across the thickness, and satisfies the zero traction boundary conditions on the top and bottom surfaces of the plate without using shear correction factors.