Technical Papers
Oct 26, 2021

Fire Behavior and Modeling of Short RC Columns in Pure Axial Compression: Role of Volume, Configuration, and Spacing of Lateral Reinforcement

Publication: Journal of Structural Engineering
Volume 148, Issue 1

Abstract

This paper studies the role of volume, spacing, and configuration of lateral reinforcement on the axial load resisting capacity of reinforced concrete (RC) columns at elevated temperatures. Short RC columns were tested under combined thermal and compressive loading conditions. Columns with different confinement reinforcement volumes, two different lateral reinforcement configurations, and three different lateral reinforcement spacing values were tested as a part of this study. The test results indicate that lateral reinforcement passing through the core of the column is more effective than rectangular lateral reinforcement placed at the perimeter in improving the fire performance of RC columns. Two different numerical approaches, namely, finite element-based approach in combination with a concrete plasticity model and fiber-based sectional analysis approach along with concrete confinement models available in the literature were used to simulate the axial compression behavior of RC columns at elevated temperatures. It was established that some of the popular confinement models developed for ambient temperature conditions could also be used to model the confinement effect at elevated temperatures. Further, a parametric study was conducted to study the role of lateral reinforcement on a broader set of column parameters. It was established that the confinement effect is generally more pronounced at elevated temperatures than at room temperature.

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Data Availability Statement

Some or all data generated during the experimental program in this study are available from the corresponding author by request.

Acknowledgments

Experimental tests were conducted at the Department of Civil Engineering Research Laboratories at the Indian Institute of Technology Hyderabad. The research presented in this paper was partially funded by the Ministry of Education, Government of India.

References

Abaqus. 2014. Abaqus/standard version 6.14 user’s manuals. Providence, RI: Abaqus.
Cedeno, G., A. H. Varma, and A. Agarwal. 2009. “Behavior of floor systems under realistic fire loading.” In Proc., Structures Congress 2009: Don’t Mess with Structural Engineers: Expanding Our Role, 1–10. Reston, VA: ASCE. https://doi.org/10.1061/41031(341)224.
CEN (European Committee for Standardization). 2004a. Eurocode 2: Design of concrete structures—Part 1-1: General rules and rules for buildings. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2004b. Eurocode 2: Design of concrete structures—Part 1-2: General rules: Structural fire design. Brussels, Belgium: CEN.
Chinthapalli, H. K., and A. Agarwal. 2019. “Effect of confining reinforcement on fire behavior of reinforced concrete columns—An experimental and numerical study.” J. Struct. Eng. 146 (6): 04020084. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002617.
Chinthapalli, H. K., M. Chellapandian, A. Agarwal, and S. Suriya Prakash. 2020. “Effectiveness of hybrid fibre-reinforced polymer retrofitting on behaviour of fire damaged RC columns under axial compression.” Eng. Struct. 211 (May): 110458. https://doi.org/10.1016/j.engstruct.2020.110458.
Cusson, D., and P. Paultre. 1992. Behavior of high-strength concrete columns confined by rectangular ties under concentric loading. Sherbrooke, Canada: Univ. of Sherbrooke.
Cusson, D., and P. Paultre. 1994. “High-strength concrete columns confined by rectangular ties.” J. Struct. Eng. 120 (3): 783–804. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:3(783).
Drucker, D. C., and W. Prager. 1952. “Soil mechanics and plastic analysis or limit design.” Quart. Appl. Math. 10 (2): 157–165. https://doi.org/10.1090/qam/48291.
ISO. 1980. Fire resistance tests: Elements of building construction. Geneva: ISO.
Kamath, P., U. K. Sharma, V. Kumar, P. Bhargava, A. Usmani, B. Singh, Y. Singh, J. Torero, M. Gillie, and P. Pankaj. 2015. “Full-scale fire test on an earthquake-damaged reinforced concrete frame.” Fire Saf. J. 73 (Apr): 1–19. https://doi.org/10.1016/j.firesaf.2015.02.013.
Kodur, V. K., and R. Alogla. 2017. “Effect of high-temperature transient creep on response of reinforced concrete columns in fire.” Mater. Struct. 50 (1): 1–17. https://doi.org/10.1617/s11527-016-0903-8.
Kodur, V. K. R., F. P. Cheng, T. C. Wang, and M. A. Sultan. 2003. “Effect of strength and fiber reinforcement on fire resistance of high-strength concrete columns.” J. Struct. Eng. 129 (2): 253–259. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(253).
Kodur, V. K. R., and R. McGrath. 2003. “Fire endurance of high strength concrete columns.” Fire Technol. 39 (1): 73–87. https://doi.org/10.1023/A:1021731327822.
Kodur, V. K. R., and R. McGrath. 2006. “Effect of silica fume and lateral confinement on fire endurance of high strength concrete columns.” Can. J. Civ. Eng. 33 (1): 93–102. https://doi.org/10.1139/l05-089.
Kodur, V. K. R., R. McGrath, P. Leroux, and J. C. Latour. 2005. Experimental studies for evaluating the fire endurance of high-strength concrete columns. Ottawa: National Research Council Canada.
Kodur, V. K. R., and L. Phan. 2007. “Critical factors governing the fire performance of high strength concrete systems.” Fire Saf. J. 42 (6–7): 482–488. https://doi.org/10.1016/j.firesaf.2006.10.006.
Kumar, V., U. K. Sharma, B. Singh, P. Bhargava, Y. Singh, P. Kamath, A. S. Usmani, J. L. Torero, M. Gillie, and P. Pankaj. 2012. Behaviour of full-scale reinforced concrete frame under simulated post-earthquake fire. In Proc., 15th World Conf. on Earthquake Engineering, 24–28. Roorkee, India: Indian Institute of Technology Roorkee.
Lie, T. T. 1989. “Fire resistance of reinforced concrete columns: A parametric study.” J. Fire. Prot. Eng. 1 (4): 121–129. https://doi.org/10.1177/104239158900100402.
Lie, T. T., and J. L. Woollerton. 1988. Fire resistance of reinforced concrete columns: Test results. Ottawa: National Research Council Canada.
Mander, J. B., M. J. N. Priestley, and R. Park. 1988. “Observed stress-strain behavior of confined concrete.” J. Struct. Eng. 114 (8): 1827–1849. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1827).
Mohammadi, M., J. G. Dai, Y. F. Wu, and Y. L. Bai. 2019. “Development of extended Drucker–Prager model for non-uniform FRP-confined concrete based on triaxial tests.” Constr. Build. Mater. 224 (Jan): 1–18. https://doi.org/10.1016/j.conbuildmat.2019.07.061.
Paultre, P., and F. Légeron. 2008. “Confinement reinforcement design for reinforced concrete columns.” J. Struct. Eng. 134 (5): 738–749. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:5(738).
Popovics, S. 1973. “Numerical approach to the complete stress-strain curve of concrete.” Cem. Concr. Res. 3 (5): 583–599. https://doi.org/10.1016/0008-8846(73)90096-3.
Raza, A., Q. Z. Khan, and A. Ahmed. 2019. “Numerical investigation of load-carrying capacity of GFRP-reinforced rectangular concrete members using CDP model in ABAQUS.” 2019 (1): 1745341. https://doi.org/10.1155/2019/1745341.
Razvi, S., and M. Saatcioglu. 1999. “Confinement model for high strength concrete.” J. Struct. Eng. 125 (3): 281–289. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:3(281).
Richart, F. E., A. Brandtzæg, and R. L. Brown. 1929. Failure of plain and spirally reinforced concrete in compression. Champaign, IL: Univ. of Illinois.
Shah, A. H., U. K. Sharma, P. Kamath, P. Bhargava, G. R. Reddy, and T. Singh. 2016a. “Effect of ductile detailing on the performance of a reinforced concrete building frame subjected to earthquake and fire.” J. Perform. Constr. Facil. 30 (5): 04016035. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000881.
Shah, A. H., U. K. Sharma, P. Kamath, P. Bhargava, G. R. Reddy, and T. Singh. 2016b. “Fire performance of earthquake-damaged reinforced-concrete structures.” Mater. Struct. 49 (7): 2971–2989. https://doi.org/10.1617/s11527-015-0699-y.
Sheikh, S. A., and S. M. Uzumeri. 1980. “Strength and ductility of tied concrete columns.” J. Struct. Div. 106 (5): 1079–1102. https://doi.org/10.1061/JSDEAG.0005416.
Soliman, M. T. M., and C. W. Yu. 1967. “The flexural stress-strain relationship of concrete confined by rectangular transverse reinforcement.” Mag. Concr. Res. 19 (61): 223–233. https://doi.org/10.1680/macr.1967.19.61.223.
Wu, B., Z. Hong, G.-H. Tang, and C. Wang. 2007. “Fire resistance of reinforced concrete columns with square cross section.” Adv. Struct. Eng. 10 (4): 353–369. https://doi.org/10.1260/136943307783239336.
Xiao, Y., C. Li, F. Quin, R. Zheng, H. Jian, and X. Hengbo. 2017. “A concrete constitutive model considering coupled effects of high temperature and high strain rate.” Int. J. Impact Eng. 101 (9): 66–77. https://doi.org/10.1016/j.ijimpeng.2016.11.009.
Xu, Y., and B. Wu. 2009. “Fire resistance of reinforced concrete columns with L-, T-, and +-shaped cross-sections.” Fire Saf. J. 44 (6): 869–880. https://doi.org/10.1016/j.firesaf.2009.04.002.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 1January 2022

History

Received: Jan 29, 2021
Accepted: Aug 27, 2021
Published online: Oct 26, 2021
Published in print: Jan 1, 2022
Discussion open until: Mar 26, 2022

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Authors

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Postdoctoral Researcher, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Telangana 502284, India. ORCID: https://orcid.org/0000-0003-3689-8871. Email: [email protected]
Graduate Student, School of Civil and Environmental Engineering, Purdue Univ., West Lafayette, IN 47907. ORCID: https://orcid.org/0000-0002-3479-4721. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Telangana 502284, India (corresponding author). ORCID: https://orcid.org/0000-0002-3902-4304. Email: [email protected]

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Cited by

  • Finite Element Analysis of Slender Reinforced Concrete Columns Subjected to Eccentric Axial Loads and Elevated Temperature, Journal of the Computational Structural Engineering Institute of Korea, 10.7734/COSEIK.2022.35.3.159, 35, 3, (159-166), (2022).

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