Creep and shrinkage of high-performance lightweight concrete

ACI Materials Journal

Volumn 101, Issue 5, 2004, Pages 391-399

  Lopez, Mauricio ^a   Kahn, Lawrence F ^b   Kurtis, Kimberly E ^b  

^a PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE   (Chile)

^b Georgia Institute of Technology   (United States)

Author keywords

Creep; High performance concrete; High strength concrete; Lightweight concrete; Modeling; Prestressed concrete; Shrinkage

Indexed keywords

HIGH-PERFORMANCE CONCRETE; HIGH-STRENGTH CONCRETE; LIGHTWEIGHT CONCRETE; MODELING;

AGGREGATES; APPROXIMATION THEORY; COMPRESSIVE STRENGTH; CREEP; SHRINKAGE; STRESS ANALYSIS; VOLUME FRACTION;

PRECAST CONCRETE;

EID: 7544220202     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (45)

1. AASHTO-LRFD, 1998, "AASHTO LRFD Bridge Design Specifications," AASHTO, Washington.
2. ACI Committee 209, 1992, "Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures (ACE 209R-92 [Reapproved 1997])," American Concrete Institute, Farmington Hills, Mich., 47 pp.
3. ACI Committee 213, 1987, "Guide for Structural Lightweight Aggregate Concrete (ACI 213R-87 [Reapproved 1999])," American Concrete Institute, Farmington Hills, Mich., 27 pp.
4. Aïtcin, P.-C., 1998, High-Performance Concrete, E&FN Spon, London, 624 pp.
5. Bazant, Z. P., and Panula, L., 1978a, "Practical Prediction of Time-Dependent Deformations of Concrete - Part I: Shrinkage," Materials and Structures, V. 11, No. 65, pp. 307-316.
6. Bazant, Z. P., and Panula, L., 1978b, "Practical Prediction of Time-Dependent Deformations of Concrete - Part II: Basic Creep," Materials and Structures, V. 11, No. 65, pp. 317-328.
7. Bazant, Z. P., and Panula, L., 1978c, "Practical Prediction of Time-Dependent Deformations of Concrete-Part III: Drying Creep," Materials and Structures, V. 11, No. 66, pp. 415-423.
8. Bazant, Z. P., and Panula, L., 1978d, "Practical Prediction of Time-Dependent Deformations of Concrete - Part IV: Temperature Effect on Basic Creep," Materials and Structures, V. 11, No. 66, pp. 424-434.
9. Bazant, Z. P., and Panula, L., 1979a, "Practical Prediction of Time-Dependent Deformations of Concrete - Part V: Temperature Effect on Drying Creep," Materials and Structures, V. 12, No. 69, pp. 169-174.
10. Bazant, Z. P., and Panula, L., 1979b, "Practical Prediction of Time-Dependent Deformations of Concrete - Part VI: Cyclic Creep, Nonlinearity and Statistical Scatter," Materials and Structures, V. 12, No. 69, pp. 175-183.
11. Bazant, Z. P., and Panula, L., 1984, "Practical Prediction of Creep and Shrinkage of High Strength Concrete," Materials and Structures, V. 17, No. 101, pp. 375-378.
12. Bazant, Z. P., and Baweja, S., 1995a, "Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures - Model B3, RILEM Draft Recommendation," Materials and Structures, V. 28, pp. 357-365.
13. Bazant, Z. P., and Baweja, S., 1995b, "Justifications and Refinements of Model B3 for Concrete Creep and Shrinkage, Part 1: Statistics and Sensitivity," Materials and Structures, V. 28, pp. 415-430.
14. Bazant, Z. P., and Baweja, S., 1995c, "Justifications and Refinements of Model B3 for Concrete Creep and Shrinkage, Part 2: Updating and Theoretical Basis," Materials and Structures, V. 28, pp. 488-495.
15. Berra, M., and Ferrada, G., 1990, "Normalweight and Total-Lightweight High-Strength Concretes: A Comparative Experimental Study," High-Strength Concrete, Second International Symposium, SP-121, W. T. Hester, ed., American Concrete Institute, Farmington Hills, Mich., pp. 701-733.
16. Buchberg, B. S., and Kahn, L. F., 2002, "Mix Design and Properties of High Strength-High Performance Lightweight Concrete," Research Report No. 02-1, Office of Materials and Research, Georgia Department of Transportation, Atlanta, Ga., 453 pp.
17. Comité Euro Internacional du Béton and Fédération Internationale de la Précontrainte (CEB-Fff), 1991, "Model Code 1990," Bulletin d'Information No. 199, Thomas Telford, London, 575 pp.
18. De Larrard, P.; Acker, P.; and Le Roy, R., 1994, "Shrinkage Creep and Thermal Properties," High Performance Concrete: Properties and Applications, S. P. Shah and S. H. Ahmad, eds., McGraw-Hill, New York, pp. 65-114.
19. Gardner, N. J., and Lockman, M. J., 2001, "Design Provisions for Drying Shrinkage and Creep of Normal-Strength Concrete," ACI Materials Journal, V. 98, No. 2, Mar.-Apr., pp. 159-167.
20. Goodspeed, C. H.; Vanikar, S.; and Cook, R. A., 1996, ''High-Performance Concrete Definition for Highway Structures, Concrete International, V. 18, No. 2, Feb., pp. 62-67.
21. Hansen, J. A., 1964, "Prestress Loss as Affected by Type of Curing," PCI Journal, V. 9, No. 4, pp. 69-94.
22. Hoff, G. C., 1990, "High-Strength Lightweight Aggregate Concrete - Current Status and Future Needs," High-Strength Concrete, Second International Symposium, SP-121, W. T. Hester, ed., American Concrete Institute, Farmington Hills, Mich., pp. 619-644.
23. Holm, T. A., and Bremner, T. W., 1994, "High Strength Lightweight Aggregate Concrete," High Performance Concrete: Properties and Applications, S. P. Shah and S. H. Ahmad, eds., McGraw-Hill, New York, pp. 341-374.
24. Huo, X. S.; Al-Omaishi, N.; and Tadros, M. K., 2001, "Creep, Shrinkage, and Modulus of Elasticity of High-Performance Concrete," ACI Materials Journal, V. 98, No. 6, Nov.-Dec., pp. 440-449.
25. Le Roy, R.; De Larrard, F.; and Pons, G., 1996, "The AFREM Code Type Model for Creep and Shrinkage of High-Performance Concrete," 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, pp. 387-393.
26. Lopez, M.; Kahn, L. F.; Kurtis, K. E.; and Lai, J. S., 2003, "Creep, Shrinkage, and Prestress Losses of High-Perfbrmance Lightweight Concrete, " Research Report No. 03-9, Office of Materials and Research, Georgia Department of Transportation, Atlanta, Ga., 310 pp.
27. Lopez, M., and Kahn, L. F., 2003, "Time Dependent Behavior of High Performance Concrete: Evaluation of a Georgia's High Performance Concrete Bridge," Research Report, Office of Materials and Research Georgia Department of Transportation, Atlanta, Ga., 176 pp.
28. Malhotra, V. M., 1990, "Properties of High-Strength Lightweight Concrete Incorporating Fly Ash and Silica Fume," High-Strength Concrete, Second International Symposium, SP-121, W. T. Hester, ed., American Concrete Institute, Farmington Hills, Mich., pp. 645-666.
29. Meyer, K. F., and Kahn, L. F., 2002, "Lightweight Concrete Reduces Weight and Increases Span Length of Pretensioned Concrete Bridge Girders," PCI Journal, V. 47, No. 1, pp. 68-75.
30. Meyer, K. F.; Buchberg, B. S.; and Kahn, L. F., 2003, "Development of High Strength Lightweight Concrete Mix Designs: A Practical Approach," 3rd PCI/FHWA International Symposium on High Performance Concrete, and the National Bridge Conference, 49th Annual PCI Convention & Exhibition, Orlando, Fla. (CD-ROM)
31. Neville, A. M.; Dilger, W. H.; and Brooks, J. J., 1983, Creep of Plain and Reinforced Concrete, Construction Press, London and New York.
32. Nilsen, A. U., and Aïcin, P. C., 1992, "Properties of High-Strength Concrete Containing Light-, Normal- and Heavy-Weight Aggregate," Cement Concrete and Aggregates, Summer, pp. 8-12.
33. Precast/Prestressed Concrete Institute (PCI), 1998, PCI Design Handbook, Chicago, 690 pp.
34. Penttala, V., and Rautanen, T., 1990, "Microporosity, Creep, and Shrinkage of High-Strength Concretes," High-Strength Concrete, Second International Symposium, SP-121, W. T. Hester, ed., American Concrete Institute, Farmington Hills, Mich., pp. 409-532.
35. Pfeifer, D. W., 1968, "Sand Replacement in Structural Lightweight Concrete," ACI JOURNAL, Proceedings V. 65, No. 2, Feb., pp. 131-139.
36. Rogers, G. L., 1957, "On the Creep and Shrinkage Characteristics of Solite Concretes," World Conference on Prestressed Concrete, San Francisco, Ca., University of California in cooperation with Prestressed Concrete Institute, pp. 2.1-2.5.
37. Sakata, K., 1993, "Prediction of Creep and Shrinkage, Creep and Shrinkage of Concrete," Fifth International RILEM Symposium, Barcelona, Spain, RILEM, pp. 649-654.
38. Sakata, K.; Tsubaki, T.; Inoue, S.; and Ayano, T., 2001, "Prediction Equations of Creep and Drying Shrinkage for Wide-Ranged Strength Concrete," Creep Shrinkage and Durability Mechanics of Concrete and Other Quasi-Brittle Materials, Elsevier, Cambridge, Mass., pp. 753-758.
39. Shams, M. K., and Kahn, L. F., 2000, "Time Dependent Behavior of High-Performance Concrete," Research Report No. 00-5, Office of Materials and Research Georgia Department of Transportation, Atlanta, Ga., 395 pp.
40. Shams, M. K., 2000, "Time-Dependent Behavior of High-Performance Concrete," PhD thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, Ga., 584 pp.
41. Slapkus, A., and Kahn, L. F., 2002, "Evaluation of Georgia's High Performance Concrete Bridge," Research Report No. 03-3, Office of Materials and Research Georgia Department of Transportation, Atlanta, Ga., 382 pp.
42. Vincent, E. C., 2003, "Compressive Creep of Lightweight, High Strength Concrete Mixture," MS thesis, Virginia Polytechnic Institute and State University, Blacksburg, Va., 137 pp.
43. Yang, Y.; Xu, M.; Sato R.; and Tezuka, M., 1998, "Experimental Investigation on Shrinkage and Creep of High Strength Concrete at Early Ages," Advances in Concrete Technology, Fourth CANMET/ACI/JCI International Symposium, SP-179, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, Mich., pp. 201-215.
44. Yue, L., and Taerwe, L. R., 1993, "Empirical Investigation of Creep of High Strength Concrete," Utilization of High Strength Concrete, Proceedings of the Third International Conference, Liliehammer, Norway, pp. 1263-1270.
45. Zhang, M.-H., and Gjørv, O. E., 1990, "Development of High-Strength Lightweight Concrete," High-Strength Concrete, Second International Symposium, SP-121, W. T. Hester, ed., American Concrete Institute, Farmington Hills, Mich., pp. 667-681.