TY - JOUR
T1 - On Some New Generall and Complementary Energy Theorems for the Rate Problems in Finite Strain, Classical Elastoplasticity
AU - Atluri, Satya N.
N1 - Funding Information:
The support of the U.S. Office of Naval Research during the course of this work is gratefully acknowledged. It is also a pleasure to acknowledge the many useful discussions with Dr. H. Murakawa, who also greatly assisted in checking through this manuscript. The author also thanks Mrs. T. Rapp for her patience in typing this manuscript.
PY - 1980
Y1 - 1980
N2 - General variational theorems for the rate problem of classical elastoplasticity at finite strains, in both Updated Lagrangian (UL) and Total Lagrangian (TL) rate forms, and in terms of alternate measures of stress-rate and conjugate strain-rates, are critically studied from the point of view of their application. Attention. is primarily focused on the derivation of consistent complementary energy rate principles which could form the basis of consistent and rational assumed stress-type finite element methods, and two such principles, in both UL and TL forms, are newly stated. Systematic procedures to exploit these new principles in the context of a finite element method are discussed. Also discussed are certain general modified variational theorems which permit an accurate numerical treatment of near incompressible behavior at large plastic strains.
AB - General variational theorems for the rate problem of classical elastoplasticity at finite strains, in both Updated Lagrangian (UL) and Total Lagrangian (TL) rate forms, and in terms of alternate measures of stress-rate and conjugate strain-rates, are critically studied from the point of view of their application. Attention. is primarily focused on the derivation of consistent complementary energy rate principles which could form the basis of consistent and rational assumed stress-type finite element methods, and two such principles, in both UL and TL forms, are newly stated. Systematic procedures to exploit these new principles in the context of a finite element method are discussed. Also discussed are certain general modified variational theorems which permit an accurate numerical treatment of near incompressible behavior at large plastic strains.
UR - http://www.scopus.com/inward/record.url?scp=84949692839&partnerID=8YFLogxK
U2 - 10.1080/03601218008907353
DO - 10.1080/03601218008907353
M3 - Article
AN - SCOPUS:84949692839
SN - 0360-1218
VL - 8
SP - 61
EP - 92
JO - Journal of Structural Mechanics
JF - Journal of Structural Mechanics
IS - 1
ER -