Application of the DSC model for nonlinear analysis of reinforced concrete frames

Finite Elements in Analysis and Design

Volumn 50, Issue , 2012, Pages 98-107

  Akhaveissy, Amir Hoshang ^a   Desai, Chandrakant S ^b  

^a RAZI UNIVERSITY   (Iran)

^b University of Arizona   (United States)

Author keywords

Cracks; Disturbed state concept; Finite element analysis; Fracture; Plasticity; Reinforced concrete frames; Softening behavior; Tensioncompression behavior

Indexed keywords

COMPRESSION AND TENSION; CONSTITUTIVE BEHAVIORS; CONSTITUTIVE RELATIONS; DISTURBED STATE CONCEPT; ELASTIC PERFECTLY PLASTIC; FINITE ELEMENT PROCEDURE; FLOW RULES; NONLINEAR FINITE ELEMENT METHOD; PLASTICITY MODEL; QUADRILATERAL ELEMENTS; REINFORCED CONCRETE FRAMES; SATISFACTORY PREDICTIONS; SOFTENING BEHAVIOR; STEEL REINFORCEMENTS; TENSION-COMPRESSION; TEST DATA;

BOUNDARY VALUE PROBLEMS; CONCRETE BUILDINGS; CRACKS; FORECASTING; FRACTURE; NONLINEAR ANALYSIS; PLASTICITY; REINFORCED CONCRETE; REINFORCEMENT;

FINITE ELEMENT METHOD;

EID: 84155171250     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2011.09.001     Document Type: Article

References (34)

1. K.J. Willam, E.P. Warnke, Constitutive model for triaxial behavior of concrete, Seminar on Concrete Structure Subjected to Triaxial Stress, International Association of Bridge and Structural Engineering Conference, Bergamo, Italy, 1974, p. 174.
2. Z.P. Bazant, and C.L. Shieh Endochronic model for nonlinear triaxial behavior of concrete Nucl. Eng. Des. 47 1978 305 315
3. M. Cervera, E. Hinton, and O. Hassan Nonlinear analysis of reinforced concrete plate and shell structures using 20-noded isoparametric brick elements Comput. Struct. 25 6 1987 845 869 (Pubitemid 17618159)
4. I. Carol, P. Part, and Z.P. Bazant New explicit microplane model for concrete: theoretical aspects and numerical implementation Int. J. Solids Struct. 29 9 1992 1173 1191
5. K. Willam, and T.A. Tanabe Finite Element Analysis of Reinforced Concrete Structures 2001 American Concrete Institute Farmington Hills, MI
6. Z.P. Bazant, and G.D. Luzio Nonlocal microplane model with strain-softening yield limits Int. J. Solids Struct. 41 2004 7209 7240
7. Afsin Saritas, and Filip C. Filippou Numerical integration of a class of 3d plastic-damage concrete models and condensation of 3d stressstrain relations for use in beam finite elements Eng. Struct. 31 2009 2327 2336
8. ©, ASCE 130 3 2004 460 469 (Pubitemid 40265052)
9. J. Faleiro, S. Oller, and A.H. Barbat Plastic-damage seismic model for reinforced concrete frames Comput. Struct. 86 2008 581 597 (Pubitemid 351375018)
10. Jianzhuang Xiao, Yuedong Sun, and H. Falkner Seismic performance of frame structures with recycled aggregate concrete Eng. Struct. 28 2006 1 8 (Pubitemid 41614100)
11. C.S. Desai, S. Somasundaram, and G. Frantziskonis A hierarchical approach for constitutive modeling of geologic materials Int. J. Numer. Anal. Methods Geomech. 10 3 1986 225 257 (Pubitemid 16568807)
12. C.S. Desai, and M.R. Salami A constitutive model for rocks J. Geotech. Eng., ASCE 113 5 1987 407 423
13. C.S. Desai, and J. Toth Disturbed state constitutive modelling based on stressstrain and nondestructive behavior Int. J. Solids Struct. 33 11 1996 1619 1650 (Pubitemid 126381735)
14. M.R. Salami, and C.S. Desai Constitutive modeling including multiaxial testing for plain concrete under low confining pressure J. Mater., Am. Concr. Inst. 87 3 1990 228 236 (Pubitemid 20698544)
15. C.S. Desai Mechanics of Materials and Interfaces: The Disturbed State Concept 2001 CRC Press Boca Raton, Florida, USA
16. C.S. Desai, Mechanistic pavement analysis and design using unified material and computer models, Keynote Paper, in: Proceedings of Third International Symposium on 3D Finite Elements for Pavement Analysis, Design and Research, Amsterdam, The Netherlands, 2002.
17. C.S. Desai Unified DSC constitutive model for pavement materials with numerical implementation Int. J. Geomech., ASCE 7 2 2007 83 101 (Pubitemid 46454882)
18. C. Shao, and C.S. Desai Implementation of DSC model and application for analysis of filed pile tests under cyclic loading Int. J. Numer. Anal. Method Geomech. 24 6 2000 601 624 (Pubitemid 30315140)
19. S.K. Pradhan, and C.S. Desai DSC model for soil and interface including liquefaction and prediction of centrifuge test J. Geotech. Geoenviron. Eng., ASCE 132 2 2006 214 222 (Pubitemid 43118998)
20. O.C. Zienkiewicz, S. Valliapan, and I.P. King Stress analysis of rock as a no tension material Geotechnique XVIII 1 1968
21. C.S. Desai, D. Cohen, Determination of DSC Parameters for Asphalt Concrete, Report, Tucson, Arizona, USA, 2000.
22. B. Simon, Analysis of Distresses in Flexible Pavements Using the Disturbed State Concept, Report, Department of Civil Engineering and Engineering Mechanics, The University of Arizona, Tucson, Arizona, USA, 2001.
23. W.A. Weibull A statistical distribution function of wide applicability Appl. Mech. 18 1951 293 297
24. w. He, Y.F. Wu, and K.M. Liew A fracture energy based constitutive model for the analysis of reinforced concrete structures under cyclic loading Comput. Methods Appl. Mech. Eng. 197 2008 4745 4762
25. C. Yalcin, and M. Saatcioglu Inelastic analysis of reinforced concrete columns Comput. Struct. 77 2000 539 555
26. H.G. Kwak, and S.P. Kim Nonlinear analysis of RC beams based on momentcurvature relation Comput. Struct. 80 2002 615 628
27. A.E. Assan Nonlinear analysis of reinforced concrete cylindrical shells Comput. Struct. 80 2002 2177 2184 (Pubitemid 35432598)
28. C.A. Coronado, and M.M. Lopez Sensitivity analysis of reinforced concrete beams strengthened with FRP laminates Cem. Concr. Compos. 28 2006 102 114 (Pubitemid 41618312)
29. H. Mostafaei, F.J. Vecchio, and T. Kabeyasawa Nonlinear displacement-based response prediction of reinforced concrete columns Eng. Struct. 30 2008 2436 2447
30. R. Park, and T. Paulay Reinforced Concrete Structures 1975 John Wiley and Sons, Inc. Singapore
31. A.H. Akhaveissy, C.S. Desai, S.A. Sadrnejad, and H. Shakib Implementation and comparison of generalized plasticity and disturbed state concept for loaddeformation behavior of foundation Sci. Iran. J., Trans. A: Civil Eng. 16 3 2009 189 198
32. C.S. Desai DSC-SST2D Code for Two-Dimensional Static, Repetitive and Dynamic Analysis: Users Manuals I to III 1998 Tucson AZ, USA
33. C.S. Desai DSC-SST3D Code for Three-Dimensional Coupled Repetitive and Dynamic Analysis 2000 Tucson AZ, USA
34. H.B. Muhlhaus Continuum Models for Materials with Microstructure 1995 John Wiley and Sons Chichester, U.K