M&M材料力学カンファレンス
Online ISSN : 2424-2845
セッションID: GS34
会議情報
GS34 箱形断面梁のねじり座屈の近似解法に関する一考察
古巣 克也尼子 龍幸中川 稔章浜辺 勉青木 典久
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会議録・要旨集 フリー

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抄録
For the box beams which compose the frame structure of a vehicle, and consist of thin plates, some approximate expressions which simply obtains the shear buckling stress under torsional moment is derived. These approximate expressions are proposed by the knowledge from the analysis based on the energy method. The accuracy of these expressions is investigated as compared with the results acquired in the buckling eigenvalue analysis by FEM. As the results, the difference of shear buckling stresses between the best expression and FEM is less than about 5% as for the aspect ratio of the cross section between 0.4 -1.0.
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© 2013 一般社団法人 日本機械学会
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