Design provisions for shrinkage and creep of concrete

American Concrete Institute, ACI Special Publication

Volumn SP-194, Issue , 2000, Pages 101-133

  Gardner, N J ^a  

^a UNIVERSITY OF OTTAWA   (Canada)

Author keywords

Concrete; Creep; Modulus of elasticity; Shrinkage; strength development

Indexed keywords

CONCRETE ADDITIVES; CONCRETE AGGREGATES; CONCRETE MIXTURES; CREEP; CURING; ELASTIC MODULI; FORECASTING; STRUCTURAL DESIGN;

CASTING TEMPERATURES; CEMENTITIOUS MATERIALS; CHEMICAL ADMIXTURE; CONCRETE STRENGTH; DESIGN ENGINEERS; DESIGN PROVISIONS; SHRINKAGE AND CREEP; STRENGTH DEVELOPMENT;

SHRINKAGE;

EID: 85112777910     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

1. Bazant, Z. P., and Chern, .1.-C., "Log-double power law for concrete creep." Am. Concrete lnst. Joumal, 82 ( 1985 ), 665-675.
2. Bazant, Z.P. and Haweja, S., "'Creep and shrinkage prediction model for analysis and design of concrete structures-model B3", Repo1'1 to AC! Committee 209, Northwestern University (1995); published in this volume.
3. l3azant, Z.P., and Baweja, S .. "Creep and shrinkage prediction model for analysis and design of concrete structures - Model 83", RILEM recommendation, in Materials and StructuTes (RILEM Paris), 28 (1995), 357-365, 415-4:30, 488-495.
4. Bazant, Z.P., aud Baweja, S., "Short form of creep and shrinkage prediction model B3 for structures of medium sensitivity" (Addendum to RILEM Recommendation TC 107 C:CS). MateTials and Structures (Paris) 29(Dec. 1996), 587-593.
5. ACI committee 209, "'Prediction of creep. shrinkage and temperature effects in concrete structures" (ACI 209-82), American Concrete Institute, Detroit (1982); 108 pp.
6. CEB-FIP Model Code (1990). Design Code, Thomas Telford, London.
7. Gardner, N.J., and Zhao, J.W., "Creep and shrinkage revisited, " ACI Materials Journal90 (1993) 236-246. Discussion by Bazant and Baweja, ACI Materials Journal91 (1994), 204-216.
8. RILEM TC 107, "Guidelines for characterizing concrete creep and shrinkage in structural design codes or recommendations", lvfaterials and structures 28 ( 1995), .52-5.'i.
9. Bazant, Z.P., Ed., Afalhematical modeling of creep and shrinkage of conc7 ete, John Wiley and sons, Chichester and NewYork (1988).
10. Neville; A.M., Dilger, W.H. and Brooks, J.L Creep of plain and structuml conC'rete, construction Press, London and New York (1983).
11. Razant, Z.P., "Prediction of concrete creep effects using a.gc-adjnstPd effective modul'us method, " American Concrete Inslil.ule Journa/69(1972), 212-217.
12. Bazant, Z.P., and Panula, L., 'Practical prediction of time dependent dformations of concrete, " Parts 1-VI. 111ate1ials and Structwes 11(1978) 307-316, 317-328, 42.5-434, 12 (197!J) 169-18:-1.
13. 13azant, Z.P. Kim, .Joong-Koo, and Panula, L., "Improved prediction model for time dependent deformations of concrete, " Part 1-Shrinkage, Materials and Structures 24 (1991 ), 327-345, Part 2-Basic creep, ibid., 24 409-42, Part 3-Creep at drying, ibid., 25 (1992), 21-28, Part 4-Temperatur effects, ibid., 25 (1992), 4-91, Part 5-Cyclic load and cyclic humidity, ibid., 25 (1992) (147), 163-169.
14. Bazant, Z.P., and Liu, K.-L., "Random creep and shrinkage in structures: Sampling." J. of 8tTuctural Eng1:q., ASCE 111 (1985), 1113-11:!4.