Art

J-GLOBAL ID：200902065445882875   Reference number：88A0037553

A determination procedure of input parameters in elasto-viscoplastic finite element analysis.

弾-粘塑性FEM解析における入力定数の決定法

Author (2)： IIZUKA A (Kyoto Univ., Kyoto, JPN) ,  OHTA H (Kanazawa Univ., Kanazawa, JPN)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 27  Issue： 3  Page： 71-87  Publication year： Sep. 1987 
JST Material Number： S0820A  ISSN： 0385-1621  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： finite element method ,...
Semi thesaurus term： 入力定数

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JST classification (2)： Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A) ,  Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (65)：

• 1) Akai, K. and Tamura, T. (1978): "Numerical analysis of multi-dimensional consolidation accompanied with elasto-plastic constitutive equation," Proc. JSCE, No. 269, pp. 95-104 (in Japanese).
• 2) Akai, K. and Sano, I. (1981): "Long-term consolidation of Osaka upper diluvial clay," Tsuchi- to-Kiso, JSSMFE, Vol.29, No.3, pp.43-47 (in Japanese).
• 3) Alpan, I. (1967): "The empirical evaluation of the coefficient K₀, KOR," Soils and Foundations, Vol.7, No.1, pp.31-40.
• 4) Brooker, E. W. and Ireland, H. O. (1965): "Earth pressure at rest related to stress history," Canadian Geotechnical Journal, Vol. 2, No. 1, pp. 1-15.
• 5) Carter, J. P., Booker, J. R. and Small, J. C. (1979): "The analysis of finite elasto-plastic consolidation," Int. Jour. for Numerical and Analytical Methods in Geomechanics, Vol.3, pp.107-129.

Terms in the title (3)： 粘塑性 ,  FEM解析 ,  定数