A Stress Analysis on the Compressive Behavior of Granular Materials by the Two-dimensional Finite Element Method
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概要
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In this paper a method of solution is developed for the two-dimensional problems on the compression of granular materials by applying the finite element method to the fundamental equations of the statics for granular materials derived by T.Nagao. This method has been applied to the compression of granular materials in a square box with one of the patterns in several kinds of dimensions set at its bottom. The results are compared with those obtained from the compression tests of silica sands, and the theoretical stress values are found to agree fairly well with the experimental ones. The stress state in the so-called"Elastic Zone"can be made clear by using this method; analysis of this problem has been considered intractable by the existing methods.
- 一般社団法人日本機械学会の論文
著者
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Nagao Takaaki
Faculty Of Engineering Universisty Of Tokyo
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NAGAO Takaaki
Faculty of Engineering, University of Tokyo
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KATAYAMA shoichiro
Science and Technology Agency
関連論文
- Development of Small Three-component Dynamometer for Cutting Force Measurement
- The Stress-strain Relations of Granular Materials : 4th Report ; The Relations for the Case of Unloading
- The Stress-strain Relations of Granular Materials : 2nd Report: The Expressions of Stresses for the Case with Intergrain Slip
- A Study of the Statics of Granular Materials : 2nd Report, Experiments
- A Stress Analysis on the Compressive Behavior of Granular Materials by the Two-dimensional Finite Element Method