scispace - formally typeset
H

Hiroyuki Matsunaga

Researcher at Setsunan University

Publications -  25
Citations -  2324

Hiroyuki Matsunaga is an academic researcher from Setsunan University. The author has contributed to research in topics: Buckling & Stress (mechanics). The author has an hindex of 23, co-authored 25 publications receiving 2139 citations.

Papers
More filters
Journal ArticleDOI

Free vibration and stability of functionally graded plates according to a 2-D higher-order deformation theory

TL;DR: In this paper, a set of fundamental dynamic equations of a two-dimensional (2D) higher-order theory for rectangular functionally graded (FG) shallow shells is derived by using the method of power series expansion of displacement components, by taking into account the effects of transverse shear and normal deformations, and rotatory inertia.
Journal ArticleDOI

Vibration and stability of cross-ply laminated composite plates according to a global higher-order plate theory

TL;DR: In this article, a set of fundamental dynamic equations of a two-dimensional higher-order theory for thick rectangular laminates subjected to in-plane stresses is derived through Hamilton's principle.
Journal ArticleDOI

Free vibration and stability of functionally graded circular cylindrical shells according to a 2D higher-order deformation theory

TL;DR: In this paper, a 2D higher-order deformation theory is presented for vibration and buckling problems of circular cylindrical shells made of functionally graded materials (FGMs) by using the method of power series expansion of continuous displacement components.
Journal ArticleDOI

Vibration and buckling of multilayered composite beams according to higher order deformation theories

TL;DR: In this paper, a set of fundamental dynamic equations of a one-dimensional higher order theory for laminated composite beams subjected to axial stress is derived through Hamilton's principle, which can predict the natural frequencies, buckling stresses and interlaminar stresses of multilayered composite beams as accurately as three-dimensional elasticity solutions.