Skip to main content
Log in

Creep and shrinkage prediction model for analysis and design of concrete structures— model B3

  • RILEM Draft Recommendation
  • 107-GCS Guidelines for the Formulation of Creep and Shrinkage Prediction Models
  • Published:
Materials and Structures Aims and scope Submit manuscript

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.

References

  1. Bažant, Z. P. and Baweja, S., ‘Creep and shrinkage prediction model for analysis and design of concrete structures—Model B3’, Structural Engineering Report 94-10/603 c (Northwestern University, 1994).

  2. Bažant, Z. P. and Panula, E., ‘Practical prediction of time dependent deformations of concrete’, Parts I–VI,Mater. Struct. 11 (1978) 307–316, 317–328, 425–434,Ibid. Mater. Struct. 12 (1979) 169–183.

    Google Scholar 

  3. Bažant, Z. P., Kim, Joong-Koo and Panula, L., ‘Improved prediction model for time dependent deformations of concrete’, ‘Part 1— Shrinkage’,Ibid. 24 (1991), 327–345; ‘Part 2— Basic creep’,Ibid. Mater. Struct. 24 (1991) 409–420; ‘Part 3— Creep at drying’,Ibid. Mater. Struct. 25 (1992) 21–28; ‘Part 4— Temperature effects’,Ibid. Mater. Struct. 25 (1992) 84–94; ‘Part 5— Cyclic load and cyclic humidity’,Ibid. Mater. Struct. 25 (1992) 162–169.

    Google Scholar 

  4. Bažant, Z. P. and Baweja, S., ‘Justification and refinements of concrete creep and shrinkage prediction model’, ‘Part 1. Statistics and sensitivity’, ‘Part 2. Updating and theoretical basis’, continuation inMater. Struct.

  5. RILEM TC 69, ‘Conclusions for structural analysis and for formulation of standard design recommendations’, in ‘Mathematical Modeling of Creep and Shrinkage of Concrete’, edited by Z. P. Bažant, Chap. 6 (Wiley, Chichester 1988); reprintedMater. Struct. 20 (1987) 395–398;ACI Mater. J. 84 (1987) 578–581.

  6. Bažant, Z. P., ‘Prediction of concrete creep effects using age-adjusted effective modulus method’,Amer. Concr. Inst. J. 69 (1972) 212–217.

    Google Scholar 

  7. ‘Mathematical Modeling of Creep and Shrinkage of Concrete’ (Wiley, Chichester, 1988).

  8. Bažant, Z. P. and Prasannan, S., ‘Solidification theory for concrete creep’ ‘I. Formulation’, and ‘II. Verification and application’.ASCE J. Engng Mech. 115 (1989) 1691–1725.

    Article  Google Scholar 

  9. Bažant, Z. P. and Liu, K.-L., ‘Random creep and shrinkage in structures: Sampling’,J. Struct. Engng ASCE 111 (1985) 1113–1134.

    Google Scholar 

  10. Bažant, Z. P., Xi, Y. and Baweja, S., ‘Improved prediction model for time dependent deformations of concrete: Part 7— Short form of BP-KX model, statistics and extrapolation of short-time data’,Mater. Struct. 26 (1993) 567–574.

    Google Scholar 

  11. ACI committee 209, ‘Prediction of creep, shrinkage and temperature effects in concrete structures’, ACI 209 R-92 (American Concrete Institute, Detroit, 1992); minor update of the original 1972 version).

  12. ‘CEB-FIP Model Code, Design Code’ (Thomas Telford, London, 1990).

  13. Neville, A. M., Dilger, W. H. and Brooks, J. J., ‘Creep of Plain and Structural Concrete’ (Construction Press, New York, 1983).

    Google Scholar 

  14. de Larrard, F., Acker, P. and LeRoy, R., ‘Shrinkage creep and thermal properties’, in ‘High Performance Concrete and Applications’ edited by S. P. Shah and S. H. Ahmad (Edward Arnold, London, 1994) Chap. 3.

    Google Scholar 

  15. Bažant, Z. P., “Theory of creep and shrinkage in concrete structures: A precis of recent developments’, in ‘Mechanics Today’, edited by S. Nemat-Nasser (Pergamon Press, Oxford, 1975) Vol. 2, pp. 1–93.

    Google Scholar 

  16. Idem,, ‘Mathematical models for creep and shrinkage of concrete’, in ‘Creep and Shrinkage in Concrete Structures’, edited by Z. P. Bažant and F. H. Wittmann (Wiley, New York, 1982) pp. 163–256.

    Google Scholar 

  17. Chiorino, M. A., ‘CEB Design Manual: Structural Effect of Time Dependent Behaviour of Concrete’ (Georgi Publ., Saint Saphorin, Switzerland, 1984).

    Google Scholar 

  18. CEB, ‘Revision of the design aids of the CEB Design Manual Structural effects of time dependent behaviour of concrete, in accordance with the CEB-FIP Model Code 1990’, edited by M. A. Chiorino, Bulletin d'Information 215 (CEB, 1993).

  19. ‘Time dependent effects’, in ‘State-of-the-Art Report on Finite Element Analysis of Reinforced Concrete’ (American Society of Civil Engineers, NY, 1982) 309–400.

  20. Bažant, Z. P. and Xi, Y., ‘Drying creep of concrete: Constitutive model and new experiments separating its mechanisms’,Mater. Struct. 27 (1994) 3–14.

    Google Scholar 

  21. Alvaredo, A. M. and Wittmann, F. H., ‘Shrinkage as influenced by strain softening and crack formation’, in ‘Creep and Shrinkage of Concrete’, Proceedings of the 5th International RILEM Symposium, ConCreep 5, Barcelona, Spain (Chapman & Hall, London, 1993) pp. 103–113.

    Google Scholar 

  22. Bažant, Z. P. and Chern, J.-C., ‘Concrete creep at variable humidity: Constitutive law and mechanism’,Mater. Struct. 18 (1985) 1–20.

    Google Scholar 

  23. McDonald, D. B. and Roper, H., ‘Prediction of drying shrinkage of concrete from internal humidities and finite element techniques’, in ‘Creep and Shrinkage of Concrete’, Proceedings of the 5th International RILEM Symposium, ConCreep 5, Barcelona, Spain (Chapman & Hall, London, 1993) pp. 259–264.

    Google Scholar 

Download references

Rights and permissions

Reprints and permissions

About this article

Cite this article

Creep and shrinkage prediction model for analysis and design of concrete structures— model B3 . Materials and Structures 28, 357–365 (1995). https://doi.org/10.1007/BF02473152

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02473152

Keywords

Navigation