Identification and Interpretation of Microplane Material Laws
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[1] Ekkehard Ramm,et al. A comparison of damage models formulated on different material scales , 2003 .
[2] Gian Antonio D'Addetta,et al. A comparison of discrete granular material models with continuous microplane formulations , 2000 .
[3] Zdenek P. Bazant,et al. Geometric damage tensor based on microplane model , 1991 .
[4] Rhj Ron Peerlings. Enhanced damage modelling for fracture and fatigue , 1999 .
[5] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[6] Jean Lemaitre,et al. A Course on Damage Mechanics , 1992 .
[7] Ferhun C. Caner,et al. MICROPLANE MODEL M5 WITH KINEMATIC AND STATIC CONSTRAINTS FOR CONCRETE FRACTURE AND ANELASTICITY. II: COMPUTATION , 2005 .
[8] J. C. Simo,et al. Strain- and stress-based continuum damage models—I. Formulation , 1987 .
[9] Rhj Ron Peerlings,et al. Gradient enhanced damage for quasi-brittle materials , 1996 .
[10] Wam Marcel Brekelmans,et al. Comparison of nonlocal approaches in continuum damage mechanics , 1995 .
[11] H.E.J.G. Schlangen,et al. Experimental and numerical analysis of fracture processes in concrete : proefschrift , 1993 .
[12] Zdenek P. Bazant,et al. Compression Failure of Quasibrittle Material: Nonlocal Microplane Model , 1992 .
[13] R.H.J. Peerlings,et al. Computational damage mechanics , 1999 .
[14] Zdenek P. Bazant,et al. Microplane Constitutive Model and Metal Plasticity , 2000 .
[15] Egidio Rizzi,et al. A unified theory of elastic degradation and damage based on a loading surface , 1994 .
[16] Jiann-Wen Ju,et al. ISOTROPIC AND ANISOTROPIC DAMAGE VARIABLES IN CONTINUUM DAMAGE MECHANICS , 1990 .
[17] Rhj Ron Peerlings,et al. Gradient‐enhanced damage modelling of concrete fracture , 1998 .
[18] J. Ju,et al. On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects , 1989 .
[19] Ekkehard Ramm,et al. An anisotropic gradient damage model for quasi-brittle materials , 2000 .
[20] Paul Steinmann,et al. A thermodynamically consistent approach to microplane theory. Part II. Dissipation and inelastic constitutive modeling , 2001 .
[21] Ferhun C. Caner,et al. Microplane Model M4 for Concrete. I: Formulation with Work-Conjugate Deviatoric Stress , 2000 .
[22] Milan Jirásek,et al. Nonlocal integral formulations of plasticity and damage : Survey of progress , 2002 .
[23] Ignacio Carol,et al. Damage and plasticity in microplane theory , 1997 .
[24] Dusan Krajcinovic,et al. Damage tensors and the crack density distribution , 1993 .
[25] Kanatani Ken-Ichi. DISTRIBUTION OF DIRECTIONAL DATA AND FABRIC TENSORS , 1984 .
[26] Milan Jirásek,et al. A thermodynamically consistent approach to microplane theory. Part I. Free energy and consistent microplane stresses , 2001 .
[27] Pere C. Prat,et al. Microplane Model for Brittle-Plastic Material: I. Theory , 1988 .
[28] Z. Bažant,et al. CRACK SHEAR IN CONCRETE: CRACK BAND MICROPLANE MODEL , 1984 .
[29] Jan Cervenka,et al. Equivalent localization element for crack band approach to mesh‐sensitivity in microplane model , 2005 .
[30] Zdeněk P. Bažant,et al. New explicit microplane model for concrete: Theoretical aspects and numerical implementation , 1992 .
[31] Byung H. Oh,et al. Microplane Model for Progressive Fracture of Concrete and Rock , 1985 .