Boundary element formulation for nonlinear applications in geomechanics

[1]  P. Perzyna Fundamental Problems in Viscoplasticity , 1966 .

[2]  Don U. Deere,et al.  Elastic-plastic Analysis of Underground Openings By the Finite Element Method , 1966 .

[3]  Frank J. Rizzo,et al.  An integral equation approach to boundary value problems of classical elastostatics , 1967 .

[4]  O. C. Zienkiewicz,et al.  Elasto‐plastic solutions of engineering problems ‘initial stress’, finite element approach , 1969 .

[5]  W. H. Sutherland,et al.  AXICRP — Finite element computer code for creep analysis of plane stress, plane strain and axisymmetric bodies , 1970 .

[6]  David R. Owen,et al.  Finite element analysis of non-linear composite materials by use of overlay systems , 1974 .

[7]  O. C. Zienkiewicz,et al.  VISCO-PLASTICITY--PLASTICITY AND CREEP IN ELASTIC SOLIDS--A UNIFIED NUMERICAL SOLUTION APPROACH , 1974 .

[8]  I. Cormeau,et al.  Numerical stability in quasi‐static elasto/visco‐plasticity , 1975 .

[9]  David R. Owen,et al.  Overlay models in time-dependent non-linear material analysis , 1977 .

[10]  Carlos Alberto Brebbia,et al.  The Boundary Element Method for Engineers , 1978 .

[11]  W. Wunderlich Nonlinear Finite Element Analysis in Structural Mechanics , 1981 .

[12]  Carlos Alberto Brebbia,et al.  Elasto-Plastic Boundary Element Analysis , 1981 .

[13]  Carlos Alberto Brebbia,et al.  Elastic/viscoplastic problems using boundary elements , 1982 .

[14]  C. A. Brebbia,et al.  Boundary Element Formulation to Solve No-Tension Problems in Geomechanics , 1982 .