Identification of material parameters for Drucker-Prager plasticity model for FRP confined circular concrete columns

[1]  Yufei Wu,et al.  Unified Strength Model Based on Hoek-Brown Failure Criterion for Circular and Square Concrete Columns Confined by FRP , 2010 .

[2]  Tao Yu,et al.  Finite element modeling of confined concrete-I: Drucker–Prager type plasticity model , 2010 .

[3]  C. Cui Behaviour of Normal and High Strength Concrete Confined with Fibre Reinforced Polymers (FRP) , 2009 .

[4]  Yufei Wu,et al.  Unified Strength Model for Square and Circular Concrete Columns Confined by External Jacket , 2009 .

[5]  Panos D. Kiousis,et al.  Analytical modelling of plastic behaviour of uniformly FRP confined concrete members , 2008 .

[6]  T. Rousakis,et al.  3D Finite-Element Analysis of Substandard RC Columns Strengthened by Fiber-Reinforced Polymer Sheets , 2008 .

[7]  Yufei Wu,et al.  Effect of corner radius on the performance of CFRP-confined square concrete columns: Test , 2008 .

[8]  Jin-Guang Teng,et al.  Analysis-oriented stress–strain models for FRP–confined concrete , 2007 .

[9]  V. Papanikolaou,et al.  Confinement-sensitive plasticity constitutive model for concrete in triaxial compression , 2007 .

[10]  Jin-Guang Teng,et al.  Theoretical Model for Fiber-Reinforced Polymer-Confined Concrete , 2007 .

[11]  Tao Yu,et al.  Hybrid FRP-concrete-steel tubular columns : concept and behavior , 2007 .

[12]  Yan Xiao,et al.  FRP-confined concrete under axial cyclic compression , 2006 .

[13]  Ahmad Mahboubi,et al.  Experimental study of the mechanical behavior of plastic concrete in triaxial compression , 2005 .

[14]  Jin-Guang Teng,et al.  ULTIMATE CONDITION OF FIBER REINFORCED POLYMER-CONFINED CONCRETE , 2004 .

[15]  Peter Grassl,et al.  Concrete in compression: a plasticity theory with a novel hardening law , 2002 .

[16]  T. Rousakis,et al.  Concrete confined by FRP material: a plasticity approach , 2002 .

[17]  Stavroula J. Pantazopoulou,et al.  Plasticity Model for Concrete under Triaxial Compression , 2001 .

[18]  A. Mirmiran,et al.  Nonlinear finite element modeling of concrete confined by fiber composites , 2000 .

[19]  Luc Taerwe,et al.  Tests on Axially Loaded Concrete Columns Confined by Fiber Reinforced Polymer Sheet Wrapping , 1999, SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures.

[20]  Panos D. Kiousis,et al.  Plasticity computations for the design of the ductility of circular concrete columns , 1996 .

[21]  O. A. Pekau,et al.  Constitutive Model for Concrete in Strain Space , 1992 .

[22]  Kurt H. Gerstle,et al.  Concrete Over the Top--Or, is there Life After Peak? , 1989 .

[23]  W. Chen,et al.  A nonuniform hardening plasticity model for concrete materials , 1985 .

[24]  R. Borst,et al.  Non-Associated Plasticity for Soils, Concrete and Rock , 1984 .

[25]  S. Popovics A numerical approach to the complete stress-strain curve of concrete , 1973 .

[26]  J. Handin,et al.  On the Coulomb‐Mohr failure criterion , 1969 .

[27]  A. G. B. Ritchie,et al.  The triaxial testing of fresh concrete , 1962 .

[28]  D. C. Drucker,et al.  Soil mechanics and plastic analysis or limit design , 1952 .

[29]  F. E. Richart,et al.  A study of the failure of concrete under combined compressive stresses , 1928 .