journal article·2015-11-01

Modeling of Near-Surface-Mounted Carbon Fiber-Reinforced Polymer for Strengthening Reinforced Concrete Beams in Sustained Load

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ACI Structural Journal· Volume 112· Issue 6
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Concrete Corrosion and Durability

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References (23)

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1. Hollaway, L. C., “A Review of the Present and Future Utilisation of FRP Composites in the Civil Infrastructure with Reference to Their Important In-Service Properties,” Construction and Building Materials, V. 24, No. 12, 2010, pp. 2419-2445. doi: 10.1016/j.conbuildmat.2010.04.06210.1016/j.conbuildmat.2010.04.062 ↗
2. ACI Committee 440, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 76 pp.
3. Plevris, N., and Triantafillou, T. C., “Time-Dependent Behavior of RC Members Strengthened with FRP Laminates,” Journal of Structural Engineering, ASCE, V. 120, No. 3, 1994, pp. 1016-1042. doi: 10.1061/(ASCE)0733-9445(1994)120:3(1016)10.1061/(ASCE)0733-9445(1994)120:3(1016) ↗
4. Tan, K. H., and Saha, M. K., “Long-Term Deflections of Reinforced Concrete Beams Externally Bonded with FRP System,” Journal of Composites for Construction, ASCE, V. 10, No. 6, 2006, pp. 474-482. doi: 10.1061/(ASCE)1090-0268(2006)10:6(474)10.1061/(ASCE)1090-0268(2006)10:6(474) ↗
5. Sobuz, H. R.; Ahmed, E.; Sutan, N. M.; Hasan, N. M. S.; Uddin, M. A.; and Uddin, M. J., “Bending and Time-Dependent Responses of RC Beams Strengthened with Bonded Carbon Fiber Composite Laminates,” Construction and Building Materials, V. 29, 2012, pp. 597-611. doi: 10.1016/j.conbuildmat.2011.11.00610.1016/j.conbuildmat.2011.11.006 ↗
6. Gilbert, R. I., “Time-Dependent Analysis of Composite Steel-Concrete Sections,” Journal of Structural Engineering, ASCE, V. 115, No. 11, 1989, pp. 2687-2705. doi: 10.1061/(ASCE)0733-9445(1989)115:11(2687)10.1061/(ASCE)0733-9445(1989)115:11(2687) ↗
7. Elbadry, M. M.; Youkim, S. A.; and Ghali, A., “Model Analysis of Time-Dependent Stresses and Deformations of Structural Concrete,” Progress in Structural Engineering and Materials, V. 5, No. 3, 2003, pp. 153-166. doi: 10.1002/pse.14810.1002/pse.148 ↗
8. Kim, Y. J., and Khan, F., “Creep-Induced Distress on Flexural Behavior of Reinforced Concrete Beams Retrofitted with Near-Surface-Mounted Carbon Fiber-Reinforced Polymer,” ACI Structural Journal, V. 112, No. 4, July-Aug. 2015, pp. 493-503.10.14359/51687705 ↗
9. Hughes Brothers, “Carbon Fiber Reinforced Polymer Tape Aslan 500,” Hughes Brothers, Seward, NE, 2009.
10. Naguib, W., and Mirmiran, A., “Flexural Creep Tests and Modeling of Concrete-Filled Fiber Reinforced Polymer Tubes,” Journal of Composites for Construction, ASCE, V. 6, No. 4, 2002, pp. 272-279. doi: 10.1061/(ASCE)1090-0268(2002)6:4(272)10.1061/(ASCE)1090-0268(2002)6:4(272) ↗
11. Wu, Z., and Diab, H., “Constitutive Model for Time-Dependent Behavior of FRP-Concrete Interface,” Journal of Composites for Construction, ASCE, V. 11, No. 5, 2007, pp. 477-486. doi: 10.1061/(ASCE)1090-0268(2007)11:5(477)10.1061/(ASCE)1090-0268(2007)11:5(477) ↗
12. Ferrier, E.; Michel, L.; Jurkiewiez, B.; and Hamelin, P., “Creep Behavior of Adhesives Used for External FRP Strengthening of RC Structures,” Construction and Building Materials, V. 25, No. 2, 2011, pp. 461-467. doi: 10.1016/j.conbuildmat.2010.01.00210.1016/j.conbuildmat.2010.01.002 ↗
13. Meaud, C.; Jurkiewiez, B.; and Ferrier, E., “Investigation of Creep Effects in Strengthened RC Structures through Double Lap Shear Testing,” Composites. Part B, Engineering, V. 42, No. 3, 2011, pp. 359-366. doi: 10.1016/j.compositesb.2010.12.02410.1016/j.compositesb.2010.12.024 ↗
14. ACI Committee 209, “Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete (ACI 209.2R-08),” Farmington Hills, MI, 2008, 44 pp.
15. Findley, W. N., “Mechanism and Mechanics of Creep of Plastics,” SPE Journal, V. 16, 1960, pp. 57-65.
16. Scott, D. W.; Lai, J. S.; and Zureick, A.-H., “Creep Behavior of Fiber-Reinforced Polymer Composites: A Review of the Technical Literature,” Journal of Reinforced Plastics and Composites, V. 14, 1995, pp. 588-617.10.1177/073168449501400603 ↗
17. Hamed, E., and Chang, Z.-T., “Effect of Creep on the Edge Debonding Failure of FRP Strengthened RC Beams—A Theoretical and Experimental Study,” Composites Science and Technology, V. 74, 2013, pp. 186-193. doi: 10.1016/j.compscitech.2012.11.01110.1016/j.compscitech.2012.11.011 ↗
18. Razak, H. A., “Time Dependent Effects in Reinforced Concrete Sections Subjected to Flexure,” PhD thesis, University of Surrey, Surrey, UK, 1986, 219 pp.
19. Khan, A. A.; Cook, W. D.; and Mitchell, D., “Creep, Shrinkage, and Thermal Strains in Mormal, Medium, and High-Strength Concretes during Hydration,” ACI Materials Journal, V. 94, No. 2, Mar.-Apr. 1997, pp. 156-163.10.14359/297 ↗
20. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.
21. Corotis, R. B., and Tsay, W.-Y., “Probabilistic Load Duration Model for Live Loads,” Journal of Structural Engineering, ASCE, V. 109, No. 4, 1983, pp. 859-874. doi: 10.1061/(ASCE)0733-9445(1983)109:4(859)10.1061/(ASCE)0733-9445(1983)109:4(859) ↗
22. MacGregor, J. G., Reinforced Concrete: Mechanics and Design, Prentice Hall, Upper Saddle River, NJ, 1997, 939 pp.
23. USGS, “Climate of North Dakota: Relative Humidity,” Northern Prairie Wildlife Research Center, Jamestown, ND, 2013.