Technical Papers
Jan 28, 2019

Theoretical Stress–Strain Model for Concrete in Steel-Reinforced Concrete Columns

Publication: Journal of Structural Engineering
Volume 145, Issue 4

Abstract

This paper investigated the confinement mechanism of steel-confined concrete in steel-reinforced concrete (SRC) columns. Six axially loaded SRC-core columns were tested and the corresponding structural performance data were collected and assessed. Considering the confinement mechanism of both steel-confined and hoop-confined concrete, the concrete in the SRC columns was divided into four regions: highly steel-confined concrete (HSCC), partially steel-confined concrete (PSCC), partially confined concrete (PCC), and unconfined concrete (UCC). Based on Mander’s model, a theoretical stress–strain model for each concrete region was proposed and implemented in an analytical model to predict the mechanical behaviors of axially loaded SRC columns from the results of the tests described in this paper and of previous tests; satisfactory agreement was observed.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge the financial support of the State Key Laboratory of the Ministry of Science and Technology of China under Grant No. SLDRCE15-B-01. The third author is also grateful for the support from the Chinese National Engineering Research Center for Steel Construction (Hong Kong Branch) at The Hong Kong Polytechnic University.

References

Chen, C. C., and N. J. Lin. 2006. “Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns.” J. Constr. Steel Res. 62 (5): 424–433. https://doi.org/10.1016/j.jcsr.2005.04.021.
Chen, C. C., C. C. Tao, S. C. Yang, and W. M. Tsai. 2010. “Experimental stress-strain behavior of the concrete confined by cross-H steel cross-sectional shape.” [In Chinese.] J. Chin. Inst. Civ. Hydraul. Eng. 22 (4): 423–434.
Chen, Y. Y., H. S. Wang, X. Z. Zhao, J. L. Hu, D. S. Wang, W. W. Jiang, and L. J. Bao. 2008. “Experimental study on hysteretic behavior of SRC columns with high ratio of core steel.” [In Chinese.] J. Build. Struct. 29 (3): 31–39.
Chen, S. W., and P. Wu. 2017. “Analytical model for predicting axial compressive behavior of steel reinforced concrete column.” J. Constr. Steel Res. 128: 649–660. https://doi.org/10.1016/j.jcsr.2016.10.001.
Chen, S. W., P. Wu, Q. Liu, Z. X. Hou, and L. B. Qiu. 2015. “Studies on axially compressed SRC column using Q460 high strength steel.” In Proc., 8th Int. Conf. on Behavior of Steel Structure in Seismic Area 2015, 131–132. Shanghai, China.
Chen, C. C., and S. C. Yeh. 1996. “Ultimate strength of concrete encased steel composite columns.” [In Chinese.] In Proc., 3rd National Conf. on Structural Engineering, 2197–2206. Beijing.
Cusson, D., and P. Paultre. 1995. “Stress-strain model for confined high-strength concrete.” J. Struct. Eng. 121 (3): 468–477. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:3(468).
El-Tawil, S., and G. G. Deierlein. 1996. Fiber element analysis of composite beam-column cross-sections. Ithaca, NY: Cornell Univ.
El-Tawil, S., and G. G. Deierlein. 1999. “Strength and ductility of concrete encased composite columns.” J. Struct. Eng. 125 (9): 1009–1019. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(1009).
Ellobody, E., and B. Young. 2011. “Numerical simulation of concrete encased steel composite columns.” J. Constr. Steel Res. 67 (2): 211–222. https://doi.org/10.1016/j.jcsr.2010.08.003.
Giuffrè, A., and P. Pinto. 1970. “Il comportamento del cemento armato per sollecitazioni cicliche di forte intensità.” Giornale del Genio Civile 5 (1): 391–408.
Huang, Y. S., Y. L. Long, and J. Cai. 2008. “Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression.” Steel Compos. Struct. 8 (2): 115–128. https://doi.org/10.12989/scs.2008.8.2.115.
Kent, D. C., and R. Park. 1971. “Flexural members with confined concrete.” J. Struct. Div. 97: 1969–1990.
Lee, T. K., and A. D. E. Pan. 2001. “Analysis of composite beam-columns under lateral cyclic loading.” J. Struct. Eng. 127 (2): 186–193. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(186).
Liang, C. Y., C. C. Chen, C. C. Weng, Y. L. Yin, and J. C. Wang. 2014. “Axial compressive behavior of square composite columns confined by multiple spirals.” J. Constr. Steel Res. 103 (103): 230–240. https://doi.org/10.1016/j.jcsr.2014.09.006.
Liu, Y., Z. Q. Guo, P. H. Xu, and L. P. Jia. 2015. “Experimental study on axial compression behavior of core steel reinforced concrete columns.” [In Chinese.] J. Build. Struct. 36 (4): 68–74.
Mander, J. B., M. J. N. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
Mirza, S. A., and B. W. Skrabek. 1992. “Statistical analysis of slender composite beam-column strength.” J. Struct. Eng. 118 (5): 1312–1332. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1312).
Park, R., M. J. N. Priestley, and W. D. Gill. 1982. “Ductility of square-confined concrete columns.” J. Struct. Div. 108 (4): 929–950.
Ricles, J. M., and S. D. Paboojian. 1994. “Seismic performance of steel-encased composite columns.” J. Struct. Eng. 120 (8): 2474–2494. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:8(2474).
Scott, B. D. 1982. “Stress-strain behavior of concrete by overlapping hoops at low and high strain rates.” Aci J. 79 (1): 13–27.
Sheikh, S., and S. M. Uzumeri. 1982. “Analytical model for concrete confinement in tied columns.” J. Struct. Div. 108 (12): 2703–2722.
Shih, T. H., C. C. Chen, C. C. Weng, Y. L. Yin, and J. C. Wang. 2013. “Axial strength and ductility of square composite columns with two interlocking spirals.” J. Constr. Steel Res. 90 (5): 184–192. https://doi.org/10.1016/j.jcsr.2013.07.021.
Tsai, K. C., Y. Lien, and C. C. Chen. 1996. “Behavior of axially loaded steel reinforced concrete columns.” [In Chinese.] J. Chin. Inst. Civ. Hydraul. Eng. 8 (4): 535–545.
Weng, C. C., H. S. Wang, Y. Li, and C. Y. Liang. 2006. “Analytical and experimental study on seismic design of hoop reinforcement of SRC columns.” [In Chinese.] Struct. Eng. 21 (3): 55–83.
Xiao, C., F. Deng, T. Chen, and Z. Zhao. 2017. “Experimental study on concrete-encased composite columns with separate steel sections.” Steel Compos. Struct. 23 (4): 483–491. https://doi.org/10.12989/scs.2017.23.4.483.
Zhao, X., H. Qin, and Y. Y. Chen. 2014. “Experimental study on constitutive model of steel confined concrete in SRC columns with cruciform steel section.” [In Chinese.] J. Build. Struct. 35 (4): 268–279.
Zhao, X. Z., and F. P. Wen. 2018. “Theoretical study on confinement mechanism and stress-strain model for steel confined concrete in SRC columns.” [In Chinese.] Eng. Mech. 35 (5): 36–46.
Zhu, W. Q., G. Meng, and J. Q. Jia. 2014. “Experimental studies on axial load performance of high-strength concrete short columns.” Struct. Build. 167 (9): 509–519. https://doi.org/10.1680/stbu.13.00027.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 4April 2019

History

Received: Apr 9, 2018
Accepted: Sep 11, 2018
Published online: Jan 28, 2019
Published in print: Apr 1, 2019
Discussion open until: Jun 28, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Xianzhong Zhao [email protected]
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering and College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). Email: [email protected]
Ph.D. Candidate, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Tak-Ming Chan, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Hong Kong. Email: [email protected]
Master Student, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share