Post-Fire Assessment and Retrofitting of Concrete Buildings: Case Study
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OpenAlex topics: Fire effects on concrete materials · Fire dynamics and safety research · Concrete Properties and Behavior
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References (28)
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1. Kodur, V. K. R., and Naser, M. Z., Structural Fire Engineering, McGraw Hill, New York, NY, 2020.
2. Ni, S., and Gernay, T., “Predicting Residual Deformations in a Reinforced Concrete Building Structure after a Fire Event,” Engineering Structures, V. 202, Jan. 2020, Article No. 109853. doi: 10.1016/j.engstruct.2019.10985310.1016/j.engstruct.2019.109853 ↗
3. Kodur, V. K. R., and Agrawal, A., “Effect of Temperature Induced Bond Degradation on Fire Response of Reinforced Concrete Beams,” Engineering Structures, V. 142, July 2017, pp. 98-109. doi: 10.1016/j.engstruct.2017.03.02210.1016/j.engstruct.2017.03.022 ↗
4. Nassif, A., “Postfire Full Stress–Strain Response of Fire-Damaged Concrete,” Fire and Materials, V. 30, No. 5, 2006, pp. 323-332. doi: 10.1002/fam.91110.1002/fam.911 ↗
5. Neves, I. C.; Rodrigues, J. P. C.; and Loureiro, A. P., “Mechanical Properties of Reinforcing and Prestressing Steels after Heating,” Journal of Materials in Civil Engineering, ASCE, V. 8, No. 4, 1996, pp. 189-194. doi: 10.1061/(ASCE)0899-1561(1996)8:4(189)10.1061/(ASCE)0899-1561(1996)8:4(189) ↗
6. Alogla, S., and Kodur, V. K. R., “Quantifying Transient Creep Effects on Fire Response of Reinforced Concrete Columns,” Engineering Structures, V. 174, 2018, pp. 885-895. doi: 10.1016/j.engstruct.2018.07.09310.1016/j.engstruct.2018.07.093 ↗
7. Felicetti, R.; Gambarova, P. G.; and Meda, A., “Residual Behavior of Steel Rebars and R/C Sections after a Fire,” Construction and Building Materials, V. 23, No. 12, 2009, pp. 3546-3555. doi: 10.1016/j.conbuildmat.2009.06.05010.1016/j.conbuildmat.2009.06.050 ↗
8. Khoury, G. A., “Compressive Strength of Concrete at High Temperatures: A Reassessment,” Magazine of Concrete Research, V. 44, No. 161, 1992, pp. 291-309. doi: 10.1680/macr.1992.44.161.29110.1680/macr.1992.44.161.291 ↗
9. Garlock, M.; Paya-Zaforteza, I.; Kodur, V.; and Gu, L., “Fire Hazard in Bridges: Review, Assessment and Repair Strategies,” Engineering Structures, V. 35, Feb. 2012, pp. 89-98. doi: 10.1016/j.engstruct.2011.11.00210.1016/j.engstruct.2011.11.002 ↗
10. Agrawal, A., and Kodur, V. K. R., “A Novel Experimental Approach for Evaluating Residual Capacity of Fire Damaged Concrete Members,” Fire Technology, V. 56, No. 2, Mar. 2020, pp. 715-735. doi: 10.1007/s10694-019-00900-110.1007/s10694-019-00900-1 ↗
11. Dwaikat, M. B., and Kodur, V. K. R., “Hydrothermal Model for Predicting Fire-Induced Spalling in Concrete Structural Systems,” Fire Safety Journal, V. 44, No. 3, 2009, pp. 425-434. doi: 10.1016/j.firesaf.2008.09.00110.1016/j.firesaf.2008.09.001 ↗
12. Hager, I., “Colour Change in Heated Concrete,” Fire Technology, V. 50, No. 4, July 2014, pp. 945-958.10.1007/s10694-012-0320-7 ↗
13. fib Bulletin No. 46, “Fire Design of Concrete Structures - Structural Behavior and Assessment,” Fédération internationale du béton, Lausanne, Switzerland, 2008, 214 pp.
14. PCI MNL 124, “Design for Fire Resistance of Precast/Prestressed Concrete,” Precast/Prestressed Concrete Institute, Chicago, IL, 1997.
15. Kodur, V. K. R., and Agrawal, A., “Estimating Postfire Residual Capacity of Heavily Damaged Concrete Members,” Journal of Performance of Constructed Facilities, ASCE, V. 35, No. 2, 2021, p. 04020151. doi: 10.1061/(ASCE)CF.1943-5509.000156110.1061/(ASCE)CF.1943-5509.0001561 ↗
16. Castellote, M.; Alonso, C.; Andrade, C.; Turrillas, X.; and Campo, J., “Composition and Microstructural Changes of Cement Pastes upon Heating, as Studied by Neutron Diffraction,” Cement and Concrete Research, V. 34, No. 9, 2004, pp. 1633-1644. doi: 10.1016/S0008-8846(03)00229-110.1016/S0008-8846(03)00229-1 ↗
17. Hager, I., “Behaviour of Cement Concrete at High Temperature,” Bulletin of the Polish Academy of Sciences: Technical Sciences, V. 61, No. 1, 2013, pp. 145-154. doi: 10.2478/bpasts-2013-001310.2478/bpasts-2013-0013 ↗
18. fib Bulletin No. 38, “Fire Design of Concrete Structures - Materials, Structures and Modelling,” Fédération internationale du béton, Lausanne, Switzerland, 2007, 106 pp.
19. Missemer, L.; Ouedraogo, E.; Malecot, Y.; Clergue, C.; and Rogat, D., “Fire Spalling of Ultra-High Performance Concrete: From a Global Analysis to Microstructure Investigations,” Cement and Concrete Research, V. 115, Jan. 2019, pp. 207-219. doi: 10.1016/j.cemconres.2018.10.00510.1016/j.cemconres.2018.10.005 ↗
20. Fernandes, B.; Gil, A. M.; Bolina, F. L.; and Tutikian, B. F., “Microstructure of Concrete Subjected to Elevated Temperatures: Physico-Chemical Changes and Analysis Techniques,” Revista IBRACON de Estruturas e Materiais, V. 10, No. 4, 2017, pp. 838-863. doi: 10.1590/s1983-4195201700040000410.1590/s1983-41952017000400004 ↗
21. Handoo, S. K.; Agarwal, S.; and Agarwal, S. K., “Physicochemical, Mineralogical, and Morphological Characteristics of Concrete Exposed to Elevated Temperatures,” Cement and Concrete Research, V. 32, No. 7, 2002, pp. 1009-1018. doi: 10.1016/S0008-8846(01)00736-010.1016/S0008-8846(01)00736-0 ↗
22. Peng, G.-F., and Huang, Z.-S., “Change in Microstructure of Hardened Cement Paste Subjected to Elevated Temperatures,” Construction and Building Materials, V. 22, No. 4, 2008, pp. 593-599. doi: 10.1016/j.conbuildmat.2006.11.00210.1016/j.conbuildmat.2006.11.002 ↗
23. Kim, K. Y.; Yun, T. S.; and Park, K. P., “Evaluation of Pore Structures and Cracking in Cement Paste Exposed to Elevated Temperatures by X-Ray Computed Tomography,” Cement and Concrete Research, V. 50, Aug. 2013, pp. 34-40. doi: 10.1016/j.cemconres.2013.03.02010.1016/j.cemconres.2013.03.020 ↗
24. Lim, S., and Mondal, P., “Micro- and Nano-Scale Characterization to Study the Thermal Degradation of Cement-Based Materials,” Materials Characterization, V. 92, June 2014, pp. 15-25. doi: 10.1016/j.matchar.2014.02.01010.1016/j.matchar.2014.02.010 ↗
25. EN 1994-1-2:2005, “Eurocode 4: Design of Composite Steel and Concrete Structures - Part 1-2: General Rules—Structural Fire Design,” European Committee for Standardization, Brussels, Belgium, 2005, 111 pp.
26. Kodur, V. K. R., and Agrawal, A., “An Approach for Evaluating Residual Capacity of Reinforced Concrete Beams Exposed to Fire,” Engineering Structures, V. 110, Mar. 2016, pp. 293-306. doi: 10.1016/j.engstruct.2015.11.04710.1016/j.engstruct.2015.11.047 ↗
27. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
28. ASTM C42/C42M-20, “Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete,” ASTM International, West Conshohocken, PA, 2020, 7 pp.