State of the Art of Constitutive Model of Concrete Materials Based on Damage Mechanics

Article Preview

Abstract:

This study centered on the development of constitutive model of the material based on damage mechanics. Volumetric expansion, unilateral behavior and softening effect have been pointed out as three difficulties during setting constitutive model of concrete, the applicable and deficiency of the existed constitutive relationship been reviewed, and the methods used to deal above difficulties were overviewed, Meanwhile, the background of existed model has been summarized and listed systematically. The development of a thermodynamic approach to constitutive model of concrete, with emphasis on the rigorous and consistency both in the formulation of constitutive models and in the identification of model parameters based on experimental tests has been potential direction of the future study, and hoped furnished basement for the elastic to plastic coupled damage mechanics constitutive model of concrete.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 194-196)

Pages:

848-852

Citation:

Online since:

February 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Krajcinovic, D., and Fonseka, G.U. The continuous damage theory of brittle materials – Part 1: General Theory, J. of App. Mech. Vol. 48(1981), pp.809-815.

DOI: 10.1115/1.3157739

Google Scholar

[2] Simo, J.C., and Ju, J.W. Strain- and stress-based continuum damage models – I. Formulation, Int. J. Solids Struct. Vol. 23(1987), pp.821-840.

DOI: 10.1016/0020-7683(87)90083-7

Google Scholar

[3] Mazars, J., and Pijaudier-Cabot, G. Continuum damage theory-Application to concrete, ASCE J. of Eng. Mech. Vol. 115(1989), pp.345-365.

DOI: 10.1061/(asce)0733-9399(1989)115:2(345)

Google Scholar

[4] Peerlings, R.H.J. Enhanced damage modelling for fracture and fatigue, PhD dissertation, Eindhoven University of Technology, Eindhoven, The Netherlands (1999).

Google Scholar

[5] Jirásek, M., Rolshoven, S., Grassl, P. Size effect on fracture energy induced by non-locality, Int. J. Numer. Anal. Meth. Geomech. Vol. 28(2004), pp.653-670.

DOI: 10.1002/nag.364

Google Scholar

[6] Comi, C., Perego, U. Fracture energy based bi-dissipative damage model for concrete, Int. J. Solids Struct. Vol. 38(2001), pp.6427-6454.

DOI: 10.1016/s0020-7683(01)00066-x

Google Scholar

[7] Faria, R., Oliver, J., and Ceverra, M. A strain-based plastic viscous-damage model for massive concrete structures, Int. J. Solids Struct. Vol. 35(1998), pp.1533-1558.

DOI: 10.1016/s0020-7683(97)00119-4

Google Scholar

[8] irásek, M., and Patzák, B. Consistent tangent stiffness for nonlocal damage models, Computers and Structures. Vol. 80(2002), pp.1279-1293.

DOI: 10.1016/s0045-7949(02)00078-0

Google Scholar

[9] Luccioni, B., Oller, S., and Danesi, R. Coupled plastic-damaged model, Comput. Methods Appl. Mech. Engrg. Vol. 129(1996), pp.81-89.

DOI: 10.1016/0045-7825(95)00887-x

Google Scholar

[10] Borino, G., Failla, B., Parrinello, F. A symmetric nonlocal damage theory, Int. J. Solids Struct. Vol. 40( 2003), pp.3621-3645.

DOI: 10.1016/s0020-7683(03)00144-6

Google Scholar

[11] Ortiz, M. A constitutive theory for the inelastic behavior of concrete, Mechanics of Materials. Vol. 4(1985), pp.67-93.

Google Scholar

[12] Simo, J.C., and Ju, J.W. Strain- and stress-based continuum damage models – I. Formulation, Int. J. Solids Struct. Vol. 23(1987), pp.821-840.

DOI: 10.1016/0020-7683(87)90083-7

Google Scholar

[13] Mazars, J., and Pijaudier-Cabot, G. Continuum damage theory-Application to concrete, ASCE Journal of Engineering Mechanics. Vol. 115(1989), pp.345-365.

DOI: 10.1061/(asce)0733-9399(1989)115:2(345)

Google Scholar

[14] Addessi, D., Marfia, S., Sacco., E. A plastic nonlocal damage model, Comput. Methods Appl. Engrg. Vol. 191(2002), pp.1291-1310.

DOI: 10.1016/s0045-7825(01)00325-5

Google Scholar

[15] Lemaitre, J : A course on damage mechanics(Springer Verlag, 1992).

Google Scholar

[16] Lee, J., and Fenves, G.L. Plastic-damage model for cyclic loading of concrete structures, ASCE J. Eng. mech. Vol. 124(1998), pp.892-900.

DOI: 10.1061/(asce)0733-9399(1998)124:8(892)

Google Scholar

[17] Faria, R., Oliver, J., and Ceverra, M. A strain-based plastic viscous-damage model for massive concrete structures, Int. J. Solids Struct. Vol. 35(1998), pp.1533-1558.

DOI: 10.1016/s0020-7683(97)00119-4

Google Scholar

[18] Yazdani, S., and Schreyer, H.L. An anisotropic damage model with dilatation for concrete, Mechanics of Materials. Vol. 7(1988), pp.231-244.

DOI: 10.1016/0167-6636(88)90022-1

Google Scholar

[19] efferson, A.D. Craft – a plastic-damage-contact model for concrete. I. Model theory and thermodynamic considerations, Int. J. Solids Struct. Vol. 40(2003), P. 5973-5999.

DOI: 10.1016/s0020-7683(03)00390-1

Google Scholar