周辺回転端正三角形板の座屈

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タイトル別名
  • Buckling of a Simply Supported Equilateral Triangular Plate
  • シュウヘン カイテン タンセイ サンカク カタイタ ノ ザクツ

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In this report, the buckling problem of a simply supported equilateral triangular plate under uniformly distributed compressive and shearing load is solved by the same method as described in the previous paper. In the case of uniform compression, the exact solution is obtained as Eqs. (5) and (6), the former giving an asymmetrical buckling corrugation with respect to OH in Fig.1 and the latter a symmetrical one. The other solutions which are symmetrical and asymmetrical with respect to AH' and BH'' in Fig.1 are given as Eq.(9) by the combination of Eqs. (5) and (6). In the general cases as shown in Fig.1, the solution is obtained by the Galerkin's method. The numerical results obtained giving the buckling load are shown in Table 1, Figs.6, 7, 8, and Eq.(18).

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