Three dimensional analysis of dynamic ductile crack growth in a thin plate

被引:64
作者
Mathur, KK
Needleman, A
Tvergaard, V
机构
[1] BROWN UNIV, DIV ENGN, PROVIDENCE, RI 02912 USA
[2] TECH UNIV DENMARK, DEPT SOLID MECH, DK-2800 LYNGBY, DENMARK
关键词
D O I
10.1016/0022-5096(95)00087-9
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A three dimensional analysis of dynamic ductile crack growth in an edge cracked plate is carried out, using a data parallel implementation in a transient three dimensional finite element program. An elastic-viscoplastic constitutive relation for a porous plastic solid is used to model ductile fracture by the nucleation and subsequent growth of voids to coalescence. Two populations of second phase particles are represented, large inclusions with low strength, which result in large voids near the crack tip at an early stage, and small second phase particles, which require large strains before cavities nucleate. Adiabatic heating owing to plastic dissipation and the resulting thermal softening are accounted for in the analyses. The crack speed and the crack path are based on the ductile failure predictions of the material model, so that the present study is free from ad hoc assumptions regarding appropriate dynamic crack growth criteria. A convected coordinate Lagrangian formulation is employed and the discretization is based on twenty-node brick elements with 2 x 2 x 2 Gauss points. The equations of motion are integrated numerically by an explicit integration procedure using a lumped mass matrix. Crack growth occurs by tunneling in the central part of the plate and shear lip formation at the free surface. The effect of various material parameters and of plate thickness on this process is studied. For comparison purposes, a calculation with overall plane strain boundary conditions is carried out.
引用
收藏
页码:439 / 464
页数:26
相关论文
共 35 条
[1]   ELASTIC PLASTIC FINITE-ELEMENT ANALYSIS OF DYNAMIC FRACTURE [J].
AHMAD, J ;
JUNG, J ;
BARNES, CR ;
KANNINEN, MF .
ENGINEERING FRACTURE MECHANICS, 1983, 17 (03) :235-246
[2]  
BARSOM JM, 1987, FRACTURE FATIGUE CON, P120
[3]   EFFICIENT LARGE-SCALE NONLINEAR TRANSIENT ANALYSIS BY FINITE-ELEMENTS [J].
BELYTSCHKO, T ;
CHIAPETTA, RL ;
BARTEL, HD .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1976, 10 (03) :579-596
[4]  
BROBERG KB, 1967, RECENT PROGR APPLIED, P125
[5]   VOID NUCLEATION EFFECTS IN BIAXIALLY STRETCHED SHEETS [J].
CHU, CC ;
NEEDLEMAN, A .
JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME, 1980, 102 (03) :249-256
[7]  
GURSON AL, 1975, THESIS BROWN U
[8]  
Hinton E., 1976, Earthquake Eng Struct Dyn, V4, P245, DOI [DOI 10.1002/EQE.4290040305, 10.1002/eqe.4290040305]
[9]   VISCOPLASTIC FINITE-ELEMENT ANALYSIS OF RAPID FRACTURE [J].
HOFF, R ;
RUBIN, CA ;
HAHN, GT .
ENGINEERING FRACTURE MECHANICS, 1987, 26 (03) :445-461
[10]   3-DIMENSIONAL VOID GROWTH BEFORE A BLUNTING CRACK TIP [J].
HOM, CL ;
MCMEEKING, RM .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1989, 37 (03) :395-415