Y
Yoshihiro Narita
Researcher at Hokkaido University
Publications - 134
Citations - 2112
Yoshihiro Narita is an academic researcher from Hokkaido University. The author has contributed to research in topics: Ritz method & Vibration. The author has an hindex of 26, co-authored 130 publications receiving 1864 citations. Previous affiliations of Yoshihiro Narita include Hokkaido University of Science & Ohio State University.
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Layerwise optimization for the maximum fundamental frequency of laminated composite plates
TL;DR: In this paper, a layerwise optimization approach is proposed to optimize vibration behavior for the maximum natural frequency of laminated composite plates, which is based on the physical consideration that the outer layer has more stiffening effect than the inner layer in the bending of plates and is more influential in determining the natural frequency.
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Multi-objective optimization of curvilinear fiber shapes for laminated composite plates by using NSGA-II
TL;DR: In this article, a multi-objective optimization approach for fibrous composite plates with curvilinear fibers is proposed, where the non-dominated sorting genetic algorithm (NSGA-II) is used to obtain Pareto-optimum solutions.
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Natural frequencies of simply supported circular plates
TL;DR: In this paper, the problem of finding the natural frequencies of free vibration of a simply supported circular plate has a straightforward solution, but very few numerical results are available in the literature.
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Vibration studies for simply supported symmetrically laminated rectangular plates
TL;DR: In this paper, the Ritz method is used for angle-ply plates, and good convergence is obtained by using 144 terms in the double-sine series for the displacement function, and tabulated results are presented for the first eight non-dimensional frequencies of square and rectangular (a b = 1,2 and 0·5 ) plates made of E-glass/epoxy, boron/epoxide, and graphite-epoxy materials, for different numbers of layers and for varying fiber orientation angles.
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Buckling studies for simply supported symmetrically laminated rectangular plates
TL;DR: In this paper, the critical buckling loads of simply supported, rectangular, laminated composite plates subjected to five types of loading conditions: (1) uniaxial, (2) hydrostatic biaxials, (3) compression-tension biaaxial,(4) positive shear and (5) negative shear.