Consistent tangent formulation for 3D interface modeling of cracking/fracture in quasi-brittle materials

被引:76
作者
Caballero, A. [2 ]
Willam, K. J. [1 ]
Carol, I. [3 ]
机构
[1] Univ Colorado, CEAE Dept, Boulder, CO 80309 USA
[2] EPFL ENAC LSMS, Swiss Fed Inst Technol, CH-1015 Lausanne, Switzerland
[3] UPC Tech Univ Catalonia, ETSECCPB Sch Civil Engn, E-08034 Barcelona, Spain
基金
美国国家科学基金会;
关键词
zero-thickness interfaces; fracture energy; backward-Euler; consistent tangent operator;
D O I
10.1016/j.cma.2008.01.011
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a constitutive model for fracture simulations in quasi-brittle media within the framework of zero-thickness interface elements. The present formulation is a 3D extension of the earlier model developed by Carol et al. [I. Carol, P.C. Prat, C.M. Lopez, A normal/shear cracking model. Application to discrete crack analysis, ASCE J. Engrg. Mech. 123 (8) (1997) 765-773] which may be used for macroscopic as well as meso- or micromechanical cracking studies of cement-based particle composites such as concrete. Aside from new aspects of the interface material model a perhaps more important feature of the paper is the development of a backward-Euler integration strategy which is combined with a local/global Newton solver based on a consistent tangent operator compatible with an adaptive substepping strategy. Finally, constitutive verification examples are presented, while three large-scale mesomechanical failure simulations illustrate the benefits of the new consistent tangent operator in the context of adaptive substepping. (C) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:2804 / 2822
页数:19
相关论文
共 50 条
[1]  
[Anonymous], 1991, ILR, V1, p99a
[2]  
[Anonymous], [No title captured]
[3]   RESPONSE OF MASONRY BED JOINTS IN DIRECT SHEAR [J].
ATKINSON, RH ;
AMADEI, BP ;
SAEB, S ;
STURE, S .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (09) :2276-2296
[4]  
Barenblatt G.I., 1959, PRIKL MAT MEKH, V23, P622, DOI [10.1016/0021-8928(59)90157-1, DOI 10.1016/0021-8928(59)90157-1]
[5]  
Belytschko T., 2000, Nonlinear Finite Elements for Continua and Structures
[6]  
BITTENCOURT TN, 1992, FRACTURE MECHANICS OF CONCRETE STRUCTURES /, P339
[7]   On the numerical integration of three-invariant elastoplastic constitutive models [J].
Borja, RI ;
Sama, KM ;
Sanz, PF .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2003, 192 (9-10) :1227-1258
[8]   3D meso-mechanical analysis of concrete specimens under biaxial loading [J].
Caballero, A. ;
Carol, I. ;
Lopez, C. M. .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2007, 30 (09) :877-886
[9]   A meso-level approach to the 3D numerical analysis of cracking and fracture of concrete materials [J].
Caballero, A. ;
Carol, I. ;
Lopez, C. M. .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2006, 29 (12) :979-991
[10]   3D meso-structural analysis of concrete specimens under uniaxial tension [J].
Caballero, A. ;
Lopez, C. M. ;
Carol, I. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (52) :7182-7195