Elasto-plastic multi-fixed smeared crack model for concrete

[1]  R. Hill.  The mathematical theory of plasticity , 1950 .

[2]  J. Barros,et al.  Comportamento do betão reforçado com fibras : análise experimental e simulação numérica , 1995 .

[3]  P. G. Malerba.  Computational mechanics of reinforced concrete structures , 1998 .

[4]  E. Mizuno,et al.  Nonlinear analysis in soil mechanics , 1990 .

[5]  M. Crisfield,et al.  Analysis of R/C panels using different concrete models , 1989 .

[6]  P. Lourenço.  Computational strategies for masonry structures : Proefschrift , 1996 .

[7]  Robert H. Dodds,et al.  Parameters Affecting FE Analysis of Concrete Structures , 1986 .

[8]  F. K. G. Odqvist.  Die Verfestigung von flueisenhnlichen Krpern. Ein Beitrag zur Plastizittstheorie , 1933 .

[9]  J. Hutchinson,et al.  PLASTICITY THEORY , 2008, How to Love Everyone and Almost Get Away with It.

[10]  David R. Owen,et al.  Anisotropic elasto-plastic finite element analysis of thick and thin plates and shells , 1983 .

[11]  H. W. Reinhardt,et al.  Experimental determination of crack softening characteristics of normalweight and lightweight concrete , 1986 .

[12]  A. Ingraffea,et al.  COMPUTER SIMULATION OF ARBITRARY , COHESIVE CRACK PROPAGATION IN CONCRETE , 2003 .

[13]  William Prager,et al.  The Theory of Plasticity: A Survey of Recent Achievements , 1955 .

[14]  Wai-Fah Chen,et al.  Plasticity for Structural Engineers , 1988 .

[15]  M. A. Crisfield,et al.  Non-Linear Finite Element Analysis of Solids and Structures: Advanced Topics , 1997 .

[16]  Z. Bažant,et al.  Crack band theory for fracture of concrete , 1983 .

[17]  Wai-Fah Chen.  Plasticity in reinforced concrete , 1982 .

[18]  R. Borst,et al.  Non-orthogonal cracks in a smeared finite element model , 1985 .

[19]  P. Feenstra.  Computational aspects of biaxial stress in plain and reinforced concrete : proefschrift , 1993 .

[20]  Paulo Cachim.  Experimental and numerical analysis of the behaviour of structural concrete under fatigue loading with applications to concrete pavements , 1999 .

[21]  R. Borst,et al.  The use of the Hoffman yield criterion in finite element analysis of anisotropic composites , 1990 .

[22]  R. Borst,et al.  Studies in anisotropic plasticity with reference to the Hill criterion , 1990 .

[23]  Johan Blaauwendraad,et al.  Smeared Crack Approach and Fracture Localization in Concrete , 1985 .

[24]  A. H. Nilson.  State-of-the-art report on finite element analysis of reinforced concrete , 1982 .

[25]  Steven C. Chapra,et al.  Numerical Methods for Engineers , 1986 .

[26]  Ola Dahlblom,et al.  Smeared Crack Analysis Using Generalized Fictitious Crack Model , 1990 .

[27]  J.G.M. van Mier,et al.  Strain-softening of concrete under multiaxial loading conditions , 1984 .

[28]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[29]  J. Rots.  Computational modeling of concrete fracture , 1988 .

[30]  J. C. Simo,et al.  Consistent tangent operators for rate-independent elastoplasticity☆ , 1985 .

[31]  Z. Bažant,et al.  ROUGH CRACKS IN REINFORCED CONCRETE , 1980 .

[32]  D. Ngo,et al.  Finite Element Analysis of Reinforced Concrete Beams , 1967 .

[33]  Comite Euro-International du Beton,et al.  CEB-FIP Model Code 1990 , 1993 .

[34]  David R. Owen,et al.  Finite Elements in Plasticity , 1980 .

[35]  Cv Clemens Verhoosel,et al.  Non-Linear Finite Element Analysis of Solids and Structures , 1991 .

[36]  José Sena-Cruz,et al.  Software no ensino e no projecto de estruturas , 2003 .

[37]  Eugenio Oñate,et al.  A constitutive model for cracking of concrete based on the incremental theory of plasticity , 1988 .

[38]  D. Hordijk.  Local approach to fatigue of concrete , 1991 .

[39]  E. P. Popov,et al.  Accuracy and stability of integration algorithms for elastoplastic constitutive relations , 1985 .

[40]  D. Owen,et al.  Finite elements in plasticity : theory and practice , 1980 .

[41]  Kurt H. Gerstle,et al.  Behavior of Concrete Under Biaxial Stresses , 1969 .