Skip to main content
Log in

Triaxial creep behaviour of plain concrete at high stresses: A survey of theoretical models

  • Technical Reports
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

A survey was performed to find in the literature theoretical models suitable to the description of the triaxial creep behaviour of plain concrete at high stresses. The considered models are based on the theory of elasto-viscoplasticity with damage and are mainly addressed to the domain of geotechnics. Application of these models to the simulation of experiments turned out to be satisfactory on the whole, although several features of the creep behaviour of the material are not reproduced. The suggestions given by this preliminary work will be taken into account in the development of a future model specifically conceived for concrete.

Résumé

On a conduit une recherche bibliographique pour répérer des modèles mathématiques capables de décrire le comportement de fluage du béton ordinaire soumis à des contraintes triaxiales prolongées de haute intensité. Les modèles considérés se basent sur la théorie de l'élasto-viscoplasticité avec endommagement, et sont conçus principalement pour des matériaux géotechniques. Leur application à la simulation des expériences s'est avérée satisfaisante, bien que plusieurs aspects du comportement de fluage du matériau ne soient pas reproduits. Les indications fournies par ce travail préliminaire seront prises en compte dans le développement d'un modèle conçu spécifiquement pour le béton.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Cividini, A.et al., ‘An apparatus for cyclic triaxial tests on concrete cylinders’,Mater. Struct. 25 (1992) 490–498.

    Article  Google Scholar 

  2. Taliercio, A. and Gobbi, E., ‘Effect of triaxial cyclic and sustained loading on the mechanical properties of plain concrete’,Mag. Concr. Res. 49 (181) (1997) 353–365.

    Google Scholar 

  3. Taliercio, A. and Gobbi, E., ‘Experimental investigation on the triaxial fatigue behaviour of plain concrete’,48 (176) (1996) 157–172.

    Article  Google Scholar 

  4. Shah, S.P. and Chandra, S., ‘Fracture of concrete subjected to cyclic and sustained loading’,ACI Journal 67 (1970) 816–825.

    Google Scholar 

  5. Sousa-Coutinho, A., ‘A contribution to the mechanism of concrete creep’,Mater. Struct. 10 (55) (1977) 3–16.

    Google Scholar 

  6. Chan, K.S., Bodner, S.R., Fossum, A.F. and Munson, D.E., ‘A constitutive model for inelastic flow and damage evolution in solids under triaxial compression’,Mech. Mater. 14 (1992) 1–14.

    Article  Google Scholar 

  7. Chan, K.S., Brodsky, N.S., Fossum, A.F., Bodner, S.R. and Munson, D.E., ‘Damage-induced non-associated inelastic flow in rocksalt’,Int. J. Plasticity 10 (1994) 623–642.

    Article  Google Scholar 

  8. Bodner, S.R., ‘Evolution equations for anisotropic hardening and damage of elastic-viscoplastic materials’, in ‘Plasticity Today’, A. Sawczuk and G. Bianchi (Eds.) (Elsevier Appl. Sci. Pub., London, 1985) 471–482.

    Google Scholar 

  9. Bažant, Z.P. and Wu, S.T., ‘Rate-type creep law of ageing concrete based on Maxwell chain’,Mater. Struct. 7 (1974) 45–60.

    Google Scholar 

  10. Mazars, J., ‘A description of micro- and macroscale damage for concrete structures’,Engng. Frac. Mech. 25 (1986) 729–737.

    Article  Google Scholar 

  11. Bažant, Z.P. and Chern, J.C., ‘Strain softening with creep and exponential algorithm’,J. Engng. Mech., ASCE 111 (1985) 391–415.

    Article  Google Scholar 

  12. Bažant, Z.P., ‘Input of creep and shrinkage characteristics for a structural analysis program’,Mater. Struct. 15 (1982) 283–290.

    Google Scholar 

  13. Bažant, Z.P. and Xi, J., ‘Continuous retardation spectrum for solidification theory of concrete creep’,J. Engng. Mech., ASCE 121 (1995) 281–288.

    Article  Google Scholar 

  14. Munson, D.E. and Dawson, P.R., ‘Salt constitutive modelling using mechanism maps’, Proc. 1st Int. Conf. on ‘The Mechanical Behaviour of Salt’ (Trans. Tech. Pub., Clausthal (D), 1984) 717–737.

  15. Nova, R., ‘A viscoplastic constitutive model for normally consolidated clay’, Proc. IUTAM Conf. on ‘Deformation and Failure of Granular Materials’, Delft (NL), 1982, 287–295.

  16. Nova, R. and Wood, D.M., ‘A constitutive model for sand in triaxial compression’,Int. J. Numer. Anal. Meth. Geomech. 3 (1979) 255–278.

    Article  Google Scholar 

  17. di Prisco, C., Mattiotti, R. and Nova, R., ‘A mathematical model for grouted sand allowing for strength degradation’, Proc. 4th Int. Symp. on ‘Numerical models in Geomechanics’, Swansea (GB), 1992, 25–35.

  18. Aubertin, M., Sgaoula, J. and Gill, D.E., ‘A damage model for rocksalt: application to tertiary creep’, Proc. 7th Symp. on Salt, I (1993) 117–125.

  19. Bažant, Z.P., ‘Current status and advances in the theory of creep and interaction with fracture’, Proc. 5th Int. RILEM Symp. on ‘Creep and Shrinkage of Concrete’, Barcelona (1993) 291–307.

  20. Papa, E. and Taliercio, A., ‘Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete’,Engng. Frac. Mech. 55 (2) (1996) 163–179.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Additional information

Editorial Note E. Papa and A. Taliercio work at the Politecnico di Milano, Dipartimento di Ingegneria Strutturale, a RILEM Associate Member. This paper was accepted in the former category of “Review Paper” and as such is published as a Technical Report.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Papa, E., Taliercio, A. & Gobbi, E. Triaxial creep behaviour of plain concrete at high stresses: A survey of theoretical models. Mat. Struct. 31, 487–493 (1998). https://doi.org/10.1007/BF02480473

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02480473

Keywords

Navigation