×

A new damage model based on non-local displacements. (English) Zbl 1122.74496

Summary: A new non-local damage model is presented. Non-locality (of integral or gradient type) is incorporated into the model by means of non-local displacements. This contrasts with existing damage models, where a non-local strain or strain-related state variable is used. The new model is very attractive from a computational viewpoint, especially regarding the computation of the consistent tangent matrix needed to achieve quadratic convergence in Newton iterations. At the same time, its physical response is very similar to that of the standard models, including its regularization capabilities. All these aspects are discussed in detail and illustrated by means of numerical examples.

MSC:

74R99 Fracture and damage
74S05 Finite element methods applied to problems in solid mechanics

Software:

KELLEY

References:

[1] Lemaitre, Mechanics of Solid Materials (1990)
[2] Pijaudier-Cabot, Nonlocal damage theory, Journal of Engineering Mechanics 118 (10) pp 1512– (1987) · Zbl 0788.73012
[3] Bažant, Nonlocal continuum damage, localization instability and convergence, Journal of Applied Mechanics 55 (2) pp 287– (1988) · Zbl 0663.73075
[4] Mazars, Continuum damage theory-application to concrete, Journal of Engineering Mechanics 115 (2) pp 345– (1989) · Zbl 0800.62586
[5] de Borst, On gradient-enhanced damage and plasticity models for failure in quasi-brittle and frictional materials, Computational Mechanics 17 (1-2) pp 130– (1995) · Zbl 0840.73047 · doi:10.1007/BF00356485
[6] Huerta, Discretization influence on regularization by two localization limiters, Journal of Engineering Mechanics 120 (6) pp 1198– (1994)
[7] Bažant, Nonlocal smeared cracking model for concrete fracture, Journal of Engineering Mechanics 114 (11) pp 2493– (1988)
[8] Comi, A non-local model with tension and compression damage mechanisms, European Journal of Mechanics - A/ Solids 20 (1) pp 1– (2001) · Zbl 0982.74005
[9] Jirásek, Nonlocal models for damage and fracture: comparison of approaches, International Journal of Solids and Structures 35 (31-32) pp 4133– (1998) · Zbl 0930.74054 · doi:10.1016/S0020-7683(97)00306-5
[10] Comi, Computational modelling of gradient-enhanced damage in quasi-brittle materials, Mechanics of Cohesive-Frictional Materials 4 (1) pp 17– (1999)
[11] Rodríguez-Ferran, Efficient and reliable nonlocal damage models, Computer Methods in Applied Mechanics and Engineering 193 (30-32) pp 3431– (2004) · Zbl 1060.74592 · doi:10.1016/j.cma.2003.11.015
[12] Bažant, Nonlocal integral formulations of plasticity and damage: survey of progress, Journal of Engineering Mechanics 128 (11) pp 1119– (2002) · doi:10.1061/(ASCE)0733-9399(2002)128:11(1119)
[13] de Borst, Fundamental issues in finite element analysis of localization of deformation, Engineering Computations 10 pp 99– (1993)
[14] Mazars, Size effect and continuous damage in cementitious materials, International Journal of Fracture 51 (2) pp 159– (1991)
[15] Pegon P Anthoine A Numerical strategies for solving continuum damage problems involving softening: application to the homogenization of masonry 1994
[16] Rodríguez-Ferran, Error estimation and adaptivity for nonlocal damage models, International Journal of Solids and Structures 37 (48-50) pp 7501– (2000) · Zbl 0996.74078 · doi:10.1016/S0020-7683(00)00209-2
[17] Askes, Explicit and implicit gradient series in damage mechanics, European Journal of Mechanics - A/ Solids 21 (3) pp 379– (2002) · Zbl 1023.74004
[18] Peerlings, A critical comparison of nonlocal and gradient-enhanced softening continua, International Journal of Solids and Structures 38 (44-45) pp 7723– (2001) · Zbl 1032.74008 · doi:10.1016/S0020-7683(01)00087-7
[19] Polizzotto, Gradient elasticity and nonstandard boundary conditions, International Journal of Solids and Structures 40 (26) pp 7399– (2003) · Zbl 1063.74015 · doi:10.1016/j.ijsolstr.2003.06.001
[20] Lancaster, Surfaces generated by moving least squares methods, Mathematics of Computation 37 (155) pp 141– (1981) · Zbl 0469.41005
[21] Huerta, Locking in the incompressible limit for the Element Free Galerkin method, International Journal for Numerical Methods in Engineering 51 (11) pp 1361– (2001) · Zbl 1065.74635 · doi:10.1002/nme.213
[22] Simone, Interpolation requirements for implicit gradient-enhanced continuum damage models, Communications in Numerical Methods in Engineering 19 (7) pp 563– (2003) · Zbl 1113.74313 · doi:10.1002/cnm.597
[23] Ru, A simple approach to solve boundary-value problems in gradient elasticity, Acta Mechanica 101 (1-4) pp 59– (1993) · Zbl 0783.73015 · doi:10.1007/BF01175597
[24] Belytschko, Nonlinear Finite Elements for Continua and Structures (2000)
[25] Pijaudier-Cabot, Finite element analysis of bifurcation in nonlocal strain softening solids, Computer Methods in Applied Mechanics and Engineering 90 (1-3) pp 905– (1991) · doi:10.1016/0045-7825(91)90190-H
[26] Jirásek, Consistent tangent stiffness for nonlocal damage models, Computers and Structures 80 (14-15) pp 1279– (2002) · doi:10.1016/S0045-7949(02)00078-0
[27] Rodríguez-Ferran, Adapting Broyden method to handle linear constraints imposed via Lagrange multipliers, International Journal for Numerical Methods in Engineering 46 (12) pp 2011– (1999) · Zbl 0973.74091 · doi:10.1002/(SICI)1097-0207(19991230)46:12<2011::AID-NME752>3.0.CO;2-T
[28] Kelley, Frontiers in Applied Mathematics, in: Iterative Methods for Linear and Nonlinear Equations (1995) · Zbl 0832.65046
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.