Art

J-GLOBAL ID：200902001170477969   Reference number：84A0273608

Limit analysis of soil structure by rigid plastic finite element method.

剛塑性有限要素法による土構造物の極限解析

Author (3)： TAMURA T (Kyoto Univ.) ,  KOBAYASHI S (Kyoto Univ.) ,  SUMI T (Kyoto Univ.)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 24  Issue： 1  Page： 34-42  Publication year： Mar. 1984 
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 ,...

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JST classification (1)： Other various foundations and foundation works  (RA03090H)

Reference (11)：

• 1) Belytschko, T. and Hodge, P.G. Jr. (1970): "Plane stress limit analysis by finite elements," Proc. ASCE, EM 6, pp. 931-944.
• 2) Charnes, A., Lemke, C.E. and Zienkiewicz, O. C. (1959): "Virtual work, linear programming and plastic limit analysis," Proc. Roy. Soc, A 251, pp. 110-116.
• 3) Hayes, D.J. and Marçal, P.V. (1967): "Determination of upper bounds for problems in plane stress using finite element techniques," Int. J. Mech. Sci., Vol. 9, pp. 245-251.
• 4) Hodge, P.G. Jr. (1959): Plastic Analysis of Structure, McGraw-Hill.
• 5) Koiter, W.T. (1969): "General theorems for elastic-plastic solids, "Progress in Mechanics, Vol. 1, Edited by I.N. Sneddon and R. Hill, Ch. 4, North-Holland.

Terms in the title (4)： 剛塑性 ,  有限要素法 ,  土構造物 ,  極限解析