Non‐local damage modelling of concrete: a procedure for the determination of model parameters
暂无分享,去创建一个
[1] Comite Euro-International du Beton,et al. CEB-FIP Model Code 1990 , 1993 .
[2] Xiaozhi Hu,et al. Influence of fracture process zone height on fracture energy of concrete , 2004 .
[3] Anthony Duncan Jefferson,et al. Craft - a plastic-damage-contact model for concrete II. Model implementation with implicit return-mapping algorithm and consistent tangent matrix , 2003 .
[4] Francis Tin-Loi,et al. An optimization approach for indirect identification of cohesive crack properties , 2002 .
[5] F. Meftah,et al. A multilayered mixed beam element in gradient plasticity for the analysis of localized failure modes , 1998 .
[6] M. Elices,et al. Fracture criteria for concrete: Mathematical approximations and experimental validation , 1990 .
[7] Rhj Ron Peerlings. Enhanced damage modelling for fracture and fatigue , 1999 .
[8] Zdenek P. Bazant,et al. ANALYSIS OF WORK-OF-FRACTURE METHOD FOR MEASURING FRACTURE ENERGY OF CONCRETE , 1996 .
[9] Zdenek P. Bazant,et al. Why Continuum Damage is Nonlocal: Micromechanics Arguments , 1991 .
[10] Gilles Pijaudier-Cabot,et al. From damage to fracture mechanics and conversely: A combined approach , 1996 .
[11] Jean-François Dubé,et al. Calibration of nonlocal damage model from size effect tests , 2003 .
[12] Milan Jirásek,et al. Size effect on fracture energy induced by non‐locality , 2004 .
[13] Rhj Ron Peerlings,et al. Gradient enhanced damage for quasi-brittle materials , 1996 .
[14] Daichao Sheng,et al. Shear banding analysis of geomaterials by strain gradient enhanced damage model , 2005 .
[15] Alexander M. Puzrin,et al. A thermomechanical framework for constitutive models for rate-independent dissipative materials , 2000 .
[16] Kurt H. Gerstle,et al. Behavior of Concrete Under Biaxial Stresses , 1969 .
[17] J. M. Reynouard,et al. Mixed mode fracture in plain and reinforced concrete: some results on benchmark tests , 2000 .
[18] Z. Bažant,et al. Nonlocal damage theory , 1987 .
[19] Zdeněk P. Bažant,et al. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard , 2002 .
[20] M. Elices,et al. The cohesive zone model: advantages, limitations and challenges , 2002 .
[21] Bhushan Lal Karihaloo,et al. A simple method for determining the true specific fracture energy of concrete , 2003 .
[22] L. Ferrara,et al. MODE I FRACTURE BEHAVIOR IN CONCRETE: NONLOCAL DAMAGE MODELING , 2001 .
[23] David A. Cendón,et al. A discrete crack approach to normal/shear cracking of concrete , 2002 .
[24] Z. Bažant. Concrete fracture models: testing and practice , 2002 .
[25] Michael Ortiz,et al. A constitutive theory for the inelastic behavior of concrete , 1985 .
[26] P. H. Feenstra,et al. Constitutive Model for Reinforced Concrete , 1995 .
[27] Jan Carmeliet,et al. Optimal estimation of gradient damage parameters from localization phenomena in quasi‐brittle materials , 1999 .
[28] Zdeněk P. Bažant,et al. Choice of standard fracture test for concrete and its statistical evaluation , 2002 .
[29] Jerzy Pamin,et al. Gradient plasticity in numerical simulation of concrete cracking , 1996 .
[30] Z. Bažant,et al. Stability of Structures: Elastic, Inelastic, Fracture, and Damage Theories , 1993 .
[31] Gilles Pijaudier-Cabot,et al. Measurement of Characteristic Length of Nonlocal Continuum , 1989 .
[32] René de Borst,et al. Gradient-dependent plasticity: formulation and algorithmic aspects , 1992 .
[33] Ellen Kuhl,et al. Parameter identification of gradient enhanced damage models with the finite element method , 1999 .
[34] Milan Jirásek,et al. Inelastic Analysis of Structures , 2001 .
[35] I. Vardoulakis. 2nd Gradient constitutive models , 2000 .
[36] P. Petersson. Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .
[37] Milan Jirásek,et al. Nonlocal integral formulations of plasticity and damage : Survey of progress , 2002 .
[38] Francis Tin-Loi,et al. Parameter identification of quasibrittle materials as a mathematical program with equilibrium constraints , 2001 .
[39] G. Nguyen. A thermodynamic approach to constitutive modelling of concrete using damage mechanics and plasticity theory , 2005 .
[40] J. Mier,et al. Crack Interaction in Concrete , 2005 .