Fracture in quasi-brittle materials: a review of continuum damage-based approaches

被引:167
作者
de Borst, R [1 ]
机构
[1] Delft Univ Technol, Fac Aerosp Engn, Koiter Inst Delft, NL-2600 GB Delft, Netherlands
关键词
concrete fracture; damage; smeared cracking; localisation; cohesive-zone models; fracture energy; tension-softening; tension-stiffening; reinforcement;
D O I
10.1016/S0013-7944(01)00082-0
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Starting from the early ideas on smeared-crack modelling of quasi-brittle materials (concrete, rock) as pioneered in the late 1960s various refinements are discussed such as the shear retention factor, the tension-stiffening concept and the tension-softening concept. Next, smeared-crack models are put in the unified context of damage mechanics together with the multiple-smeared crack approach and the (closely) related microplane damage models. The concept of fracture energy is introduced for tensile and compressive loadings and is also elaborated for reinforced concrete. A concise summary is given of recent finite element concepts for cohesive-zone models (fracture energy models). (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:95 / 112
页数:18
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