Limit analysis theorems for implicit standard materials: Application to the unilateral contact with dry friction and the non-associated flow rules in soils and rocks

被引:60
作者
de Saxce, G [1 ]
Bousshine, L
机构
[1] Univ Lille 1, Lab Mech Lille, F-59655 Villeneuve Dascq, France
[2] Natl Higher Sch Elect & Mech, Casablanca, Morocco
关键词
D O I
10.1016/S0020-7403(97)00058-1
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A new class of materials called Implicit Standard Materials was proposed in a previous work. It allows one to generalize Fenchel's inequality and then to recover dow rule normality for non-standard behaviours, in particular for soils and unilateral contact with dry friction. In this work an extension of the limit analysis theorems to this news class of materials is presented. Some relevant features are pointed out, such as non-uniqueness of the limit load and coupling of the lower and upper bound problems. Some analytical and numerical solutions are presented to illustrate the theory. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码:387 / 398
页数:12
相关论文
共 46 条
[1]  
[Anonymous], 1972, PLASTIC ANAL DESIGN
[2]  
Chen W., 1990, DEV GEOTECHNICAL ENG, V52
[3]  
Chen W.F., 1975, LIMIT ANAL SOIL PLAS
[4]  
CHEN WF, 1973, J SOIL MECH FDN DIV, V99, P916
[5]  
Dais J. L., 1970, International Journal of Solids and Structures, V6, P1185, DOI 10.1016/0020-7683(70)90055-7
[6]  
DAIS JL, 1960, INT J SOLIDS STRUCT, V6, P1315
[7]  
DEJONG DJG, 1966, RHEOLOGY SOIL MECH, P69
[8]  
DESAXCE G, 1992, CR ACAD SCI II, V314, P125
[9]  
DESAXCE G, 1990, P 2 C NAT BELG MEC T
[10]  
DESAXCE G, 1993, P 11 POL C COMP METH, V2, P815