An anisotropic elastoplastic‐damage model for plain concrete
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[1] Zdenek P. Bazant,et al. Geometric damage tensor based on microplane model , 1991 .
[2] J. C. Simo,et al. Strain- and stress-based continuum damage models—I. Formulation , 1987 .
[3] Michael Ortiz,et al. A constitutive theory for the inelastic behavior of concrete , 1985 .
[4] R. M. Zimmerman,et al. Behavior of concrete under multiaxial stress states , 1980 .
[5] Günther Meschke,et al. CONSIDERATION OF AGING OF SHOTCRETE IN THE CONTEXT OF A 3‐D VISCOPLASTIC MATERIAL MODEL , 1996 .
[6] Z. Bažant,et al. Plastic-Fracturing Theory for Concrete , 1979 .
[7] J. Oliver. A consistent characteristic length for smeared cracking models , 1989 .
[8] J. C. Simo,et al. Non‐smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms , 1988 .
[9] Sergio Oller,et al. Coupled plastic-damaged model , 1996 .
[10] Ola Dahlblom,et al. Smeared Crack Analysis Using Generalized Fictitious Crack Model , 1990 .
[11] D. Borst,et al. A plasticity model and algorithm for mode-I cracking in concrete , 1995 .
[12] E. Oñate,et al. A plastic-damage model for concrete , 1989 .
[13] Sanjay Govindjee,et al. Anisotropic modelling and numerical simulation of brittle damage in concrete , 1995 .
[14] H. Schreyer,et al. Combined Plasticity and Damage Mechanics Model for Plain Concrete , 1990 .
[15] J. Chaboche,et al. Mechanics of Solid Materials , 1990 .
[16] J. C. Simo,et al. An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids , 1993 .
[17] Egidio Rizzi,et al. Towards a general formulation of elastic degradation and damage based on a loading surface , 1994 .
[18] Herbert A. Mang,et al. NUMERICAL ANALYSES OF TUNNEL LININGS BY MEANS OF A VISCOPLASTIC MATERIAL MODEL FOR SHOTCRETE , 1996 .
[19] J. Chaboche. Continuum Damage Mechanics: Part II—Damage Growth, Crack Initiation, and Crack Growth , 1988 .
[20] J. Chaboche. Continuum Damage Mechanics: Part I—General Concepts , 1988 .