Further studies on the characteristics of the Tε* integral:: Plane stress stable crack propagation in ductile materials

被引:20
作者
Okada, H
Atluri, SN
机构
[1] Kagoshima Univ, Fac Engn, Dept Mech Engn, Kagoshima 8900065, Japan
[2] Univ Calif Los Angeles, Ctr Aerosp Res & Educ, Los Angeles, CA 90095 USA
关键词
D O I
10.1007/s004660050414
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
Some Characteristic behavior of the T-epsilon* (Atluri, Nishioka and Nakagaki (1984)) is identified in this paper through an extensive numerical study. T-epsilon* is a near tip contour integral and has been known to measure the magnitude of singular deformation field at crack tip for arbitrary material models. In this paper, T-epsilon* is found to behave quite differently for different choices of near tip integral contours. If the integral contour moves with advancing crack tip (moving contour), then T-epsilon* measures primarily the energy release rate at the crack tip. It is very small for metallic materials, and tends to zero in the limit as Delta a --> 0 for low hardening materials. Thus, T-epsilon* evaluated on a moving contour tends to zero as epsilon --> 0 and Delta a --> 0, for low hardening materials. If the integral contour elongates as crack extends (elongating contour), then T-epsilon* measures total energy inside the volume enclosed by Gamma(epsilon) [i.e., the energy dissipated in the extending wake] plus the energy release at the crack tip. Furthermore, the difference in the behavior of CTOA and T-epsilon*, when the applied load is slightly perturbed, is identified. The CTOA is found to be quite insensitive to applied load change. T-epsilon* is found to be roughly proportional to the square of the applied load. The functional shape of T-epsilon* in terms of the size epsilon of integral contour (for the elongating contour case), is identified, using the crack tip asymptotic formula of Rice (1982). Also, the behaviors of CTOA and T-epsilon* are discussed from the view point of Rice's asymptotic solution. It is recommended that as a crack tip parameter for ductile materials, T-epsilon* with elongating path be used. CTOA is sometimes not very sensitive to the applied load change, therefore it may create some numerical problems in application phase crack propagation analysis.
引用
收藏
页码:339 / 352
页数:14
相关论文
共 39 条
[1]  
Atluri S.N., 1991, STRUCTURAL INTEGRITY
[2]  
Atluri S.N., 1986, COMPUTATIONAL METHOD, P122
[3]  
Atluri S.N., 1997, Structural Integrity and Durability
[4]   INCREMENTAL PATH-INDEPENDENT INTEGRALS IN INELASTIC AND DYNAMIC FRACTURE-MECHANICS [J].
ATLURI, SN ;
NISHIOKA, T ;
NAKAGAKI, M .
ENGINEERING FRACTURE MECHANICS, 1984, 20 (02) :209-244
[5]   A COMBINED NUMERICAL EXPERIMENTAL-STUDY OF DUCTILE CRACK-GROWTH AFTER A LARGE UNLOADING, USING T-STAR, J AND CTOA CRITERIA [J].
BRUST, FW ;
MCGOWAN, JJ ;
ATLURI, SN .
ENGINEERING FRACTURE MECHANICS, 1986, 23 (03) :537-550
[6]   FURTHER-STUDIES ON ELASTIC-PLASTIC STABLE FRACTURE UTILIZING THE T-STAR INTEGRAL [J].
BRUST, FW ;
NISHIOKA, T ;
ATLURI, SN ;
NAKAGAKI, M .
ENGINEERING FRACTURE MECHANICS, 1985, 22 (06) :1079-1103
[7]  
BRUST FW, 1984, THESIS GEORGIA I TEC
[8]  
BRUST FW, 1995, CONT RES ENG SCI, P118
[9]  
Dewit R., 1995, 5661 NIST
[10]   THE ASYMPTOTIC NEAR-TIP SOLUTION FOR MODE-III CRACK IN STEADY GROWTH IN POWER HARDENING MEDIA [J].
GAO, YC ;
ZHANG, XT ;
HWANG, KC .
INTERNATIONAL JOURNAL OF FRACTURE, 1983, 21 (04) :301-317