Deterministic and stochastic analysis of size effects and damage evolution in quasi-brittle materials

被引:30
作者
Gutiérrez, MA
De Borst, R
机构
[1] TNO Bldg & Construct Res, NL-2600 AA Delft, Netherlands
[2] Delft Univ Technol, Fac Aerosp Engn, Koiter Inst Delft, NL-2600 GB Delft, Netherlands
关键词
finite element reliability method; gradient-enhanced damage model; localisation; size effect; tension test; pull-out test;
D O I
10.1007/s004190050249
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This study presents some recent results on damage evolution in quasi-brittle materials including stochastic imperfections. The material strength is described as a random field and coupled to the response. The most probable configurations of imperfections leading to failure are sought by means of an optimisation algorithm. This allows for evaluation of the significance of different modes and of the global probability of failure. The symmetry/asymmetry of the evolution of damage in double-edge-notched specimens under tensile loading is studied for different geometrical and mechanical conditions. Deterministic and stochastic size effects are analysed for the particular problem of the pull-out of steel anchors.
引用
收藏
页码:655 / 676
页数:22
相关论文
共 32 条
[1]  
[Anonymous], 1997, THESIS DELFT U TECHN
[2]  
[Anonymous], INGENIORS VETENSKAPS
[3]  
[Anonymous], FRACTURE SIZE EFFECT
[4]  
Bazant Z.P., 1991, Stability of Structures: Elastic, Inelastic, Fracture, and Damage Theories
[5]   STOCHASTIC APPROACHES FOR DAMAGE EVOLUTION IN STANDARD AND NONSTANDARD CONTINUA [J].
CARMELIET, J ;
DEBORST, R .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1995, 32 (8-9) :1149-1160
[6]   A unified framework for concrete damage and fracture models including size effects [J].
De Borst, R ;
Gutiérrez, MA .
INTERNATIONAL JOURNAL OF FRACTURE, 1999, 95 (1-4) :261-277
[7]  
Der Kiureghian A., 1988, Probab. Eng. Mech, V3, P83, DOI [10.1016/0266-8920(88)90019-7, DOI 10.1016/0266-8920(88)90019-7]
[8]  
Der Kiureghian A, 1986, J ENG MECH-ASCE, V112, P85, DOI DOI 10.1061/(ASCE)0733-9399(1986)112:1(85)
[9]   COMPARISON OF NONLOCAL APPROACHES IN CONTINUUM DAMAGE MECHANICS [J].
DEVREE, JHP ;
BREKELMANS, WAM ;
VANGILS, MAJ .
COMPUTERS & STRUCTURES, 1995, 55 (04) :581-588
[10]  
Ditlevsen O., 1996, Structural reliability methods