均等圧縮力をうける周辺固定正三角形板の座屈

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タイトル別名
  • Buckling of a Clamped Equilateral Triangular Plate under Uniform Compression
  • キントウ アッシュクリョク オ ウケル シュウヘン コテイ セイ サンカク カタイタ ノ ザクツ

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The present paper deals with the buckling problem of a clamped equilateral triangular plate under uniform compression after the method adopted by G.I. Taylor when he obtained the buckling load of a clamped square plate. The buckling loads are calculated for each case of symmetrical and antisymmetrical buckling of a clamped equilateral triangular plate and, as an application of the problem, buckling of a clamped triangular plate having inner angles of 30, 60, and 90 degrees respectively. The numerical calculation is carried out in a few orders of approximation. The critical values obtained are shown in the table together with those obtained by the Ritz method.

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