Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. II: Calibration and validation

Cement and Concrete Composites

Volumn 33, Issue 9, 2011, Pages 891-905

  Cusatis, Gianluca ^a   Mencarelli, Andrea ^a   Pelessone, Daniele ^b   Baylot, James ^c  

^a RENSSELAER POLYTECHNIC INSTITUTE   (United States)

^b Engineering and Software System Solutions Inc (ES3)   (United States)

^c US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Calibration; Concrete; Discrete models; Failure; Fracture; Lattice models; Particle models; Validation

Indexed keywords

COMPRESSION TESTS; DISCRETE MODELS; DISCRETE PARTICLE MODELS; EXPERIMENTAL DATA; FAILURE BEHAVIORS; LATTICE MODELS; MULTIAXIAL COMPRESSIONS; PARTICLE MODELS; SIMULATED EXPERIMENTS; TENSILE FRACTURES; VALIDATION;

CALIBRATION; COMPRESSION TESTING; COMPUTER SYSTEM RECOVERY; CONCRETES; FRACTURE; SHEAR STRENGTH; TENSILE STRENGTH;

COMPUTER SIMULATION;

EID: 80052965852     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2011.02.010     Document Type: Conference Paper

References (32)

1. N. Arioglu, Z.C. Girgin, and E. Arioglu Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criterion ACI Mater J 103 1 2006 18 24
2. Z.P. Bazant, and E. Becq-Giraudon Statistical prediction of fracture parameters of concrete and implications for choice of testing standard Cem Concr Res 32 4 2002 529 556 (Pubitemid 34222236)
3. Z.P. Bazant, M.T. Kazemi, T. Hasegawa, and J. Mazars Size effect in brazilian split-cylinder tests - measurements and fracture-analysis ACI Mater J 88 3 1991 325 332 (Pubitemid 21669554)
4. Z.P. Bazant, and B.-H. Oh Crack band theory for fracture of concrete Mater Struct- RILEM 16 1983 155 177
5. Z.P. Bazant, Y.Y. Xiang, M.D. Adley, P.C. Prat, and S.A. Akers Microplane model for concrete. II: data delocalization and verification J Eng Mech - ASCE 122 3 1996 255 262 (Pubitemid 126547547)
6. B. Bresler, and K.S. Pister Strength of concrete under combined stresses J Am Concr Inst 30 3 1958 321 345
7. F.C. Caner, and Z.P. Bazant Microplane model M4 for concrete. II: algorithm and calibration J Eng Mech - ASCE 126 9 2000 954
8. F.C. Caner, Z.P. Bazant, and J. Cervenka Vertex effect in strain-softening concrete at rotating principal axes J Eng Mech - ASCE 128 1 2002 24 33 (Pubitemid 34133358)
9. C. Cusatis, D. Pelessone, and A. Mencarelli Lattice discrete particle model (LDPM) for failure concrete behavior of concrete. I theory Cem Concr Compos 33 9 2011 925 935
10. G. Cusatis, Z.P. Bazant, and L. Cedolin Confinement-shear lattice model for concrete damage in tension and compression. II: computation and validation J Eng Mech - ASCE 129 12 2003 1449 1458 (Pubitemid 37554420)
11. P. Grassl, K. Lundgren, and K. Gylltoft Concrete in compression: a plasticity theory with a novel hardening law Int J Solids Struct 39 20 2002 5205 5223 (Pubitemid 35219013)
12. Green SJ, Swanson SR. Static constitutive relations for concrete. Rep no AFWL-TR-72-2, Air force weapons lab, Kirtland air force base, Albuquerque, NM; 1973.
13. S.J. Hanchak, M.J. Forrestal, E.R. Young, and J.Q. Ehrgott Perforation of concrete slabs with 48-MPa (7-ksi) and 140-MPa (20-ksi) unconfined compressive strengths Int J Impact Eng 12 1 1992 1 7
14. Horvath R, Persson T. The influence of the size of the specimen on the fracture energy of concrete. PhD thesis, Lund Institute of Technology; 1984.
15. Joy S, Moxley R. Material characterization, wsmr-5 3/4-inch concrete. Technical report, US Army Engineer Waterways Experiment Station; August 1993.
16. H. Kupfer, H.K. Hilsdorf, and H. Rusch Behaviour of concrete under biaxial stresses ACI J 66 1969 656 666
17. C. Poinard, Y. Malecot, and L. Daudeville Damage of concrete in a very high stress state: experimental investigation Mater Struct 43 1-2 2010 15 29
18. C. Rocco, G.V. Guinea, J. Planas, and M. Elices Mechanisms of rupture in splitting tests ACI Mater J 96 1 1999 52 60
19. C. Rocco, G.V. Guinea, J. Planas, and M. Elices Size effect and boundary conditions in the brazilian test: experimental verification Mater Struct - RILEM 32 217 1999 210 217
20. C. Rocco, G.V. Guinea, J. Planas, and M. Elices Size effect and boundary conditions in the brazilian test: theoretical analysis Mater Struct - RILEM 32 220 1999 437 444
21. D. Sfer, I. Carol, R. Gettu, and G. Etse Study of the behavior of concrete under triaxial compression J Eng Mech - ASCE 128 2 2002 156 163 (Pubitemid 34186458)
22. Sinha BP. The inelastic behaviour of plain and reinforced concrete under cyclic loading. PhD thesis, University of Colorado; 1962.
23. B.P. Sinha, K.H. Gerstle, and L.G. Tulin Stress-strain relations for concrete under cyclic loading J Am Concr Inst 61 2 1964 195 210
24. J.G.M. Van Mier Multiaxial strain-softening of concrete part I: fracture Mater Struct 19 3 1986 179 190
25. J.G.M. Van Mier, S.P. Shah, M. Arnaud, J.P. Balayssac, A. Bascoul, and S. Choi Strain-softening of concrete in uniaxial compression - report of the round robin test carried out by RILEM TC 148-SSC Mater Struct - RILEM 30 198 1997 195 209
26. M.R.A. Van Vliet, and J.G.M. Van Mier Experimental investigation of concrete fracture under uniaxial compression Mech Cohes Frict Mater 1 1996 115 127
27. Vonk RA. Softening of concrete loaded in compression. PhD thesis, Eindhoven University of Technology; 1992.
28. X.H. Vu, Y. Malecot, L. Daudeville, and E. Buzaud Effect of the water/cement ratio on concrete behavior under extreme loading Int J Numer Anal Methods Geomech 33 17 2009 1867 1888
29. X.H. Vu, Y. Malecot, L. Daudeville, and E. Buzaud Experimental analysis of concrete behavior under high confinement: effect of the saturation ratio Int J Solids Struct 46 5 2009 1105 1120
30. Weathersby JH. Investigation of bond slip between concrete and steel reinforcement under dynamic loading conditions. Technical report ERDC/GSL TR-03-9, US army corps of engineers; 2003.
31. Williams EM, Graham SS, Reed PA, Rushing TS. Laboratory characterization of cor-tuf concrete with and without steel fibers. Technical report, US army engineer research and development center; May 2009.
32. F.H. Wittmann, H. Mihashi, and N. Nomura Size effect on fracture energy of concrete Eng Fract Mech 35 1-3 1990 107 115