Bucklng of a Simply Supported Triangular Plate Having Inner Angles of 30,60 and 90 Degrees

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概要

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• In this report, the buckling problem of a simply supported triangular plate having inner angles of 30,60 and 90 degrees under uniformly distributed compressive and shearing load is solved. In the case of uniform compression, the exact solution is obtained by combining the solutions for a simply supported rectangular plate. In the case of general loading condition, the solution is approximately obtained by the Galerkin's method. Numerical results obtained which give the buckling load are shown in graphical form and in a table.

• 一般社団法人日本機械学会の論文

著者

• Wakasugi Shohachi

  Faculty Of Engineering University Of Fukui

• Wakasugi Shohachi

  Faculty Of Engineering Fukui University

• Wakasugi S.

  Faculty of Engineering, University of Fukui

関連論文

• Constitutive Relations between Stress, Strain-Rate and Temperature : Series A : Solid-Mechanics, Strength of Materials
• Bucklng of a Simply Supported Triangular Plate Having Inner Angles of 30,60 and 90 Degrees
• Buckling of a Simply Supported Equilateral Triangular Plate
• Constitutive Relationships of Elastic/Viscoplastic Materials Deforming due to Several Mechanisms : Series A : Solid-Mechanics, Strength of Materials

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