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

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  • 内角60°, 30°を有する周辺回転端直角三角形板の座屈
  • ナイカク 60 , 30 オ ユウスル シュウヘン カイテン タン チョッカク サンカク カタイタ ノ ザクツ

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Abstract

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 as Eq. (11) by combining the solutions for a simply supported rectangular plate OACD in Fig.4. In the general cases as shown in Fig.1, the solution is obtained by the Galerkin's method. The numerical results obtained giving the bucking load are shown in Table 1, Figs. 5, 6, 7, 8 and Eq. (18).

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