TRANSVERSELY-ISOTROPY の集中荷重の問題 : その 4 Cerruti の問題

概要

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This paper is concerned with the solution of Cerruti's problem for a transversely-isotropy. This problem can be solved by superposition of foundamental solution and three solutions obtained by synthesis of nuclei of strain, which are obtained by partial differentiating equations (1-39), (2-1) with respect to x and operating [numerical formula] on equation (1-41). This solution shows the same inclination to Bussinesq's problem. The maximum stress appears in the 45°-direction to the xz axes in the plane. And stress and displacement show the following properties. The shear rigidity has larger effects on it than the rigidity in the z axes direction. On the four thesisses we are solved Boussinesq's and Cerruti's problem for a transversely-isotropy by synthesis of foundamental solutions which are obtained by using Fourier transform method.
社団法人日本建築学会の論文
1979-02-28