Deformation and Strength of an Underground Pipe : 3rd Report, Arbitrary Loading
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概要
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In this paper, the deformation and strength of an underground pipe subjected to the soil pressure due to a vertical concentrated load applied at an arbitrary position on the soil surface, are investigated by an exact method using a differential equation of a thin cylindrical shell introduced by one of the authors, K.Mizoguchi. Considering the ground as a semi-infinite elastic solid, the soil pressures on a buried pipe are evaluated by using Boussinesq formulas and by introducing the coefficient of subgrade reaction. In the case of two or four traveling concentrated loads maintaining constant discussed. We carried out numerical computation and the results are shown for various combinations of the positions and distances of the points of application of loads.
- 一般社団法人日本機械学会の論文
著者
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Hirano Toshio
Department Of Biochemistry Institute For Medical Immunology Kumamoto University School Of Medicine:(
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Hirano Toshio
Department Of Mechanical Engineering Takamatsu Technical College
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