Singular crack-tip fields for pressure sensitive plastic solids

被引:7
作者
Durban, D
Papanastasiou, P [1 ]
机构
[1] Univ Cyprus, Dept Civil & Environm Engn, CY-1678 Nicosia, Cyprus
[2] Technion Israel Inst Technol, Fac Aerosp Engn, IL-32000 Haifa, Israel
关键词
elliptic model; mode-I; non-associative material; pressure-sensitive; singularity; singular plastic fields;
D O I
10.1023/A:1023931801598
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Plain strain mode-I singular plastic fields are examined for cracks embedded in pressure sensitive solids. Material response is described by a small strain deformation theory in conjunction with elliptic yield criterion and plastic potential. Non-associativity is accounted for and a pure power law is assumed to characterize strain hardening. The material does not admit a strain energy function hence it is not possible to deduce a-priori the J-integral motivated stress singularities. A standard separation of variables representation of near-tip eigenfunctions has been evaluated numerically, over a range of material parameters. It has been found that stress singularities may deviate from J-integral predictions, with increasing non-associativity, by up to nearly 20%. Sample illustrations are provided for singular field profiles and some aspects of pressure sensitive non-associated plasticity are discussed.
引用
收藏
页码:47 / 63
页数:17
相关论文
共 8 条
[1]   MODE-I CRACK-PROPAGATION IN ELASTIC-PLASTIC PRESSURE-SENSITIVE MATERIALS [J].
BIGONI, D ;
RADI, E .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1993, 30 (07) :899-919
[2]  
Druyanov B., 1993, TECHNOLOGICAL MECH P
[3]   FUNDAMENTALS OF THE PHENOMENOLOGICAL THEORY OF NON-LINEAR FRACTURE-MECHANICS [J].
HUTCHINSON, JW .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1983, 50 (4B) :1042-1051
[4]  
Kanninen MF., 1985, Advanced Fracture Mechanics
[5]   PLANE-STRAIN CRACK-TIP FIELDS FOR PRESSURE-SENSITIVE DILATANT MATERIALS [J].
LI, FZ ;
PAN, J .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1990, 57 (01) :40-49
[6]   Singular plastic fields in non-associative pressure sensitive solids [J].
Papanastasiou, P ;
Durban, D .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (09) :1539-1550
[7]   A PATH INDEPENDENT INTEGRAL AND APPROXIMATE ANALYSIS OF STRAIN CONCENTRATION BY NOTCHES AND CRACKS [J].
RICE, JR .
JOURNAL OF APPLIED MECHANICS, 1968, 35 (02) :379-+
[8]  
Wood DM, 1990, SOIL BEHAV CRITICAL