A comparative evaluation of three isotropic, two property failure theories

被引:22
作者
Christensen, Richard M. [1 ]
机构
[1] Lawrence Livermore Natl Lab, Livermore, CA 94551 USA
[2] Stanford Univ, Stanford, CA 94305 USA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2006年 / 73卷 / 05期
关键词
PLASTICITY; CRITERION; STRESS; YIELD;
D O I
10.1115/1.2173007
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Three fundamentally different failure theories for homogeneous and isotropic materials tire examined in both the ductile and brittle ranges of behavior All three theories are calibrated by just two independent failure properties. These three are the Coulomb-Mohr form, the Drucker-Prager form, and a recently derived theory involving a quadratic representation along with a fracture restriction. The three theories are given a detailed comparison and evaluation. The Coulomb-Mohr form and the Drucker-Prager form are found to predict physically unrealistic behavior in some important cases. The present form meets the, consistency requirements.
引用
收藏
页码:852 / 859
页数:8
相关论文
共 14 条
[1]  
[Anonymous], 1950, THEORY FLOW FRACTURE
[2]  
[Anonymous], 1968, Fracture
[3]  
Boker R., 1915, MITTEILUNGEN FORSCHU, V24, P1
[4]   A two-property yield, failure (fracture) criterion for homogeneous, isotropic materials [J].
Christensen, RM .
JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME, 2004, 126 (01) :45-52
[5]   The brittle versus the ductile nature of fracture Modes I and II [J].
Christensen, RM .
INTERNATIONAL JOURNAL OF FRACTURE, 2003, 123 (3-4) :L157-L164
[6]  
Coulomb C. A., 1776, Memoires de Mathematique et de Physique presentes a l'Academie Royale des Sciences, V7, P343
[7]   SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J].
DRUCKER, DC ;
PRAGER, W .
QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) :157-165
[8]  
Mohr O., 1906, ABHANDLUNGEN GEBIETE
[9]  
Nadai A., 1950, Theory of flow and fracture of solids, V2
[10]   Mohr-Coulomb failure criterion expressed in terms of stress invariants [J].
Schajer, GS .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1998, 65 (04) :1066-1068