Techno Press
You logged in as

You have a Free online access/download for a limited time.
Advances in Concrete Construction   Volume 1, Number 2, June 2013, pages 187-200
A model for damage analysis of concrete
Vui V. Cao and Hamid R. Ronagh

Abstract     [Full Text]
    The damage level in structures (global scale), elements (intermediate scale) and sections (local scale) can be evaluated using a single parameter called the
Key Words
    damage model; concrete; damage assessment
Vui V. Cao and Hamid R. Ronagh: School of Civil Engineering, The University of Queensland, St. Lucia, Australia
  1. Amziane, S. and Dubé, J.F. (2008), "Global RC structural damage index based on the assessment of local material damage", J. Adv.Concrete Tech., 6(3), 459-468.
  2. Baker, A.L.L. and Amarakone, A.M.N. (1964), "Inelastic hyperstatic frames analysis", Proceedings of the International Symposium on the Flexural Mechanics of Reinforced Concrete, ASCE-ACI, 85-142.
  3. Blume, J.A., Newmark, N.M. and Corning, L.H. (1961), Design of multistory reinforced concrete buildings for earthquake motions, Portland Cement Association, Chicago.
  4. Cao, J. and Chung, D.D.L. (2001), "Defect dynamics and damage of concrete under repeated compression, studied by electrical resistance measurement", Cement Concrete Res., 31, 1639-1642.
  5. Chan, W.L. (1955), "The ultimate strength and deformation of plastic hinges in reinforced concrete frameworks", Mag. Concrete Res., 7(21), 121-132.
  6. Chen, J.Y., Zhang, Z.X., Dong, H.W. and Zhu, J. (2011), "Experimental study on dynamic damage evolution of concrete under multi-axial stresses", Eng. Fail. Anal., 18, 1784-1790.
  7. Cusson, D. and Paultre, P. (1994a), "High-strength concrete columns confined by rectangular ties", J. Struct. Eng., 120(3), 783-804.
  8. Cusson, D. and Paultre, P. (1994b), "Stress-strain model for confined high-strength concrete", J. Struct. Eng., 121(3), 468-477.
  9. Esmaeily-Gh., A. and Xiao, Y. (2002), Seismic behavior of bridge columns subjected to various loading patterns, PEER Report 2002/15. Berkeley, University of California.
  10. Hognestad, E. (1951), A study of combined bending axial load in reinforced concrete members, Bulletin Series No. 399 (Vol. 49), Urbana: Engineering Experimental Station, The University of Illinois.
  11. Karsan, I.D. and Jirsa, J.O. (1969), "Behaviour of concrete under compressive loadings", J. Struct. Division, 95, 2543-2563.
  12. Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Division, 97(7), 1969-1990
  13. Malecot, Y., Daudeville, L., Dupray, F., Poinard, C. and Buzaud, E. (2010), "Strength and damage of concrete under high triaxial loading", European J. Environ.Civil Eng., 14(6-7), 777-803.
  14. Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114, 1804-1826.
  15. Markovich, N., Eytan, K. and Gabi, B.D. (2011), "An improved calibration of the concrete damage model", Finite Elem. Anal. Des., 47, 1280-1290.
  16. Paredes, J.A., Barbat, A.H. and Oller, S. (2011), "A compression–tension concrete damage model, applied to a wind turbine reinforced concrete tower", Eng. Struct., 33, 3559-3569.
  17. Park, R., Kent, D.C. and Sampson, R.A. (1972), "Reinforced concrete members with cyclic loading", J. Struct. Division, 98(7), 1341-1360.
  18. Park, R. and Paulay, T. (Eds.), (1975), Reinforced Concrete Structures, New York - London - Sydney – Toronto, John Wiley & Sons.
  19. Park, R., Priestley, M.J.N. and Gill, W.D. (1982), "Ductility of square-confined concrete columns", J. Struct. Division, 108, 929-950.
  20. Poinard, C., Malecot, Y. and Daudeville, L. (2010), "Damage of concrete in a very high stress state: experimental investigation", Mater. Struct., 43, 15-29.
  21. Puri, S. and Weiss, J. (2006), "Assessment of localized damage in concrete under compression using acoustic emission", J. Mater. Civil Eng., 18(3), 325-333.
  22. Richart, F.E., Brandtzaeg, A. and Brown, R.L. (1929), The failure of plain and spirally reinforced concrete in compression , 26, Urbana: University of Illinois.
  23. Roy, H.E.H. and Sozen, M.A. (1964), "Ductility of concrete", Proceedings of the International Symposium on the Flexural Mechanics of Reinforced Concrete, ASCE-ACI, 213-224.
  24. Sargin, M., Ghosh, S.K. and Handa, V.K. (1971), "Effects of lateral reinforcement upon the strength and deformation properties of concrete", Mag. Concrete Res., 23(75-76), 99-110.
  25. Scott, B.D., Park, R. and Priestley, M.J.N. (1982), "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", ACI J., 79(1) , 13-27.
  26. Sheikh, S.A. and Uzumeri, S.M. (1982), "Analytical model for concrete confinement in tied columns", J. Struct. Division, 108(12), 2703-2722.
  27. Sinha, B.P., Gerstle, K.H. and Tulin, L.G. (1964), "Stress-strain relationships for concrete under cyclic loading", ACI J., 61(2), 195-211.
  28. Soh, C.K. and Bhalla, S. (2005), "Calibration of piezo-impedance transducers for strength prediction and damage assessment of concrete", Smart Mater. Struct., 14(2005), 671-684.
  29. Soliman, M.T.M. and Yu, C.W. (1967), "The flexural stress-strain relationship of concrete confined by rectangular transverse reinforcement", Mag. Concrete Res., 19(61), 223-238.
  30. Takiguchi, K., Kokusho, S. and Kobayashi, K. (1976), "Analysis of reinforced concrete sections subjected to biaxial bending moments", Transact. Architect. Inst. Japan (25), 1-8.
  31. Yu, T., Teng, J.G., Wong, Y.L. and Dong, S.L. (2010), "Finite element modeling of confined concrete-II: plastic-damage model", Eng. Struct., 32(3), 680-691.

Techno-Press: Publishers of international journals and conference proceedings.       Copyright © 2020 Techno Press
P.O. Box 33, Yuseong, Daejeon 305-600 Korea, Tel: +82-42-828-7996, Fax : +82-42-828-7997, Email: