Time-Dependent Deflection of Slab Affected by Construction Load

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Title: Time-Dependent Deflection of Slab Affected by Construction Load

Author(s): Hyeon-Jong Hwang, Hong-Gun Park, Geon-Ho Hong, Jae-Yo Kim, and Yong-Nam Kim

Publication: Structural Journal

Volume: 113

Issue: 3

Appears on pages(s): 557-566

Keywords: construction load; cracking; flat plate; long-term deflection

DOI: 10.14359/51687943

Date: 5/1/2016

Abstract:
Long-term deflection is a critical issue in the design and construction of long-span flat-plate slabs that have become popular for tall buildings. In the present study, a numerical analysis method was developed to predict the long-term deflection of flat plates. In the proposed method, variations of construction load, moment redistribution due to slab cracking, and long-term effect of creep and shrinkage were addressed. The proposed method was applied to slabs in two actual multi-story buildings under construction. The predicted long-term deflections were compared with the on-site measurements. The results showed that the immediate deflection due to the construction load significantly increased the long-term deflection, and the predictions agree with the measurements.

Related References:

1. Gardner, N. J., and Fu, H. C., “Effects of High Construction Loads on the Long-Term Deflections of Flat Slabs,” ACI Structural Journal, V. 84, No. 3, May-June 1987, pp. 349-360.

2. Kang, S.; Choi, K.; and Park, H., “Minimum Thickness Requirements of Flat Plate Affected by Construction Load,” Journal of the Korea Concrete Institute, V. 15, No. 5, 2003, pp. 650-661. doi: 10.4334/JKCI.2003.15.5.650 (in Korean)

3. Kim, J., “Applications of Practical Analysis Scheme for Evaluating Effects of Over-Loads during Construction on Deflections of Flat Plate System,” Journal of the Computational Structural Engineering Institute of Korea, V. 22, No. 1, 2009, pp. 25-34. (in Korean)

4. ACI Committee 347, “Guide for Shoring/Reshoring of Concrete Multistory Buildings (ACI 347.2R-05),” American Concrete Institute, Farmington Hills, MI, 2005, 18 pp.

5. Grundy, P., and Kabaila, A., “Construction Loads on Slabs with Shored Formwork in Multistory Buildings,” ACI Journal Proceedings, V. 60, No. 12, Dec. 1963, pp. 1729-1738.

6. Mosallam, K. H., and Chen, W. F., “Determining Shoring Loads for Reinforced Concrete Construction,” ACI Structural Journal, V. 88, No. 3, May-June 1991, pp. 340-350.

7. Liu, X.; Chen, W. F.; and Bowman, M. D., “Construction Load Analysis for Concrete Structures,” Journal of Structural Engineering, ASCE, V. 111, No. 5, 1985, pp. 1019-1036. doi: 10.1061/(ASCE)0733-9445(1985)111:5(1019)

8. El-Shahhat, A. M., and Chen, W. F., “Improved Analysis of Shore-Slab Interaction,” ACI Structural Journal, V. 89, No. 5, Sept.-Oct. 1992, pp. 528-537.

9. Park, H.; Hwang, H.; Hong, G.; Kim, Y.; and Kim, J., “Slab Construction Load Affected by Shore Stiffness and Concrete Cracking,” ACI Structural Journal, V. 108, No. 6, Nov.-Dec. 2011, pp. 679-688.

10. Lee, J. I.; Scanlon, A.; and Scanlon, M. A., “Effect of Early Age Loading on Time-Dependent Deflection and Shrinkage Restraint Cracking of Slabs with Low Reinforcement Ratios,” Structural Implications of Shrinkage and Creep of Concrete, SP-246, N. J. Gardner and M. A. Chiorino, eds., American Concrete Institute, Farmington Hills, MI, 2007, pp. 151-170.

11. ACI Committee 318, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-11),” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.

12. Vollum, R. L.; Moss, R. M.; and Hossain, T. R., “Slab Deflections in the Cardington in-situ Concrete Frame Building,” Magazine of Concrete Research, V. 54, No. 1, 2002, pp. 23-34. doi: 10.1680/macr.2002.54.1.23

13. Hossain, T. R., and Vollum, R. L., “Prediction of Slab Deflections and Validation against Cardington Data,” Proceedings of the ICE-Structures and Buildings, V. 152, No. 3, 2002, pp. 235-248.

14. CEB-FIP, “CEB-FIP Model Code 1990: Design Code,” Comité Euro-International, Thomas Telford, London, UK, 1993, 437 pp.

15. Hossain, T. R.; Vollum, R.; and Ahmed, S. U., “Deflection Estimation of Reinforced Concrete Flat Plates Using ACI Method,” ACI Structural Journal, V. 108, No. 4, July-Aug. 2011, pp. 405-413.

16. Gilbert, R. I., “Deflection Calculation for Reinforced Concrete Structures—Why We Sometimes Get It Wrong,” ACI Structural Journal, V. 96, No. 6, Nov.-Dec. 1999, pp. 1027-1033.

17. Mehta, P. K., and Monteiro, P. J. M., Concrete Microstructure, Properties, and Materials, third edition, McGraw-Hill, New York, 2006, pp. 63-65.

18. Carino, N. J., and Lew, H. S., “Temperature Effects on Strength-Maturity Relations of Mortar,” ACI Journal Proceedings, V. 80, No. 3, May-June 1983, pp. 177-182.

19. Park, H.; Hwang, H.; Hong, G.; Kim, Y.; and Kim, J., “Immediate and Long-Term Deflections of Reinforced Concrete Slab Affected by Early-Age Loading and Low Temperature,” ACI Structural Journal, V. 109, No. 3, May-June 2012, pp. 413-422.

20. ACI Committee 209, “Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures (ACI 209R-92),” American Concrete Institute, Farmington Hills, MI, 1992, 47 pp.

21. BS EN 1992-1:2004, “Eurocode 2: Design of Concrete Structures,” British Standards Institute, London, UK, 2004, 225 pp.

22. Corley, W. G., and Jirsa, J. O., “Equivalent Frame Analysis for Slab Design,” ACI Journal Proceedings, V. 67, No. 11, Nov. 1970, pp. 875-884.

23. Bischoff, P. H., and Scanlon, A., “Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement,” ACI Structural Journal, V. 104, No. 1, Jan.-Feb. 2007, pp. 68-75.

24. Firky, A. M., and Thomas, C., “Development of a Model for the Effective Moment of Inertia of One-Way Reinforcement Concrete Elements,” ACI Structural Journal, V. 95, No. 4, July-Aug. 1998, pp. 444-455.

25. ACI Committee 435, “Deflections of Reinforced Concrete Flexural Members,” ACI Journal Proceedings, V. 63, No. 6, June 1966, 38 pp.

26. Buettner, D. R., and Hollrah, R. L., “Creep Recovery of Plain Concrete,” ACI Journal Proceedings, V. 65, No. 6, June 1968, pp. 452-461.


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