A continuum damage modeling of quasi-static fatigue strength of plain concrete

[1]  Jean-Jacques Marigo,et al.  MODELLING OF BRITTLE AND FATIGUE DAMAGE FOR ELASTIC MATERIAL BY GROWTH OF MICROVOIDS , 1985 .

[2]  J. C. Simo,et al.  Strain- and stress-based continuum damage models—I. Formulation , 1987 .

[3]  J. C. Simo,et al.  Strain- and stress-based continuum damage models—I. Formulation , 1989 .

[4]  Colin D. Johnston,et al.  FLEXURAL FATIGUE PERFORMANCE OF STEEL FIBER REINFORCED CONCRETE - INFLUENCE OF FIBER CONTENT, ASPECT RATIO, AND TYPE , 1991 .

[5]  B. Oh.  FATIGUE-LIFE DISTRIBUTIONS OF CONCRETE FOR VARIOUS STRESS LEVELS , 1991 .

[6]  Pierre-Claude Aitcin,et al.  FATIGUE BEHAVIOR OF HIGH-PERFORMANCE CONCRETE , 1993 .

[7]  E. Papa,et al.  A damage model for concrete subjected to fatigue loading , 1993 .

[8]  Tien Fang Fwa,et al.  FLEXURAL FATIGUE STRENGTH OF PLAIN CONCRETE , 1993 .

[9]  Jin-Keun Kim,et al.  Experimental study of the fatigue behavior of high strength concrete , 1996 .

[10]  Alberto Taliercio,et al.  Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete , 1996 .

[11]  B. Zhang,et al.  Further research on fatigue properties of plain concrete , 1997 .

[12]  B. Nedjar,et al.  Elastoplastic-damage modelling including the gradient of damage: formulation and computational aspects , 2001 .

[13]  B. Nedjar.  A theoretical and computational setting for a geometrically nonlinear gradient damage modelling framework , 2002 .

[14]  A. Alliche,et al.  Damage model for fatigue loading of concrete , 2004 .

[15]  Si Hai Mai.  Etude de dégradation des voies ferrées urbaines , 2011 .