Axial Load and Cyclic Lateral Load Tests for Composite Columns with Steel Angles
Publication: Journal of Structural Engineering
Volume 142, Issue 5
Abstract
To enhance the structural capacity and constructability of composite columns, a prefabricated steel-reinforced concrete (PSRC) column was developed. By using the prefabricated steel cage, field rebar work is unnecessary, and the self-erectable steel cage can provide sufficient strength and rigidity to support the construction loads of beams and slabs. In the present study, various steel angle ratios, transverse bar spacings, and prefabrication details were considered for better structural capacity and constructability. To investigate the performance of the proposed method, axial loading tests and cyclic lateral loading tests were performed. In the axial loading test, the structural performance of the PSRC columns was comparable to, or even better than, that of the conventional composite column using the wide flange steel section, when early spalling of the cover concrete was restrained by closely spaced hoops. Under cyclic lateral loading, on the other hand, the PSRC columns were more susceptible to early concrete spalling and steel angle buckling. Thus, when high ductility is required under cyclic lateral loading, the steel angles need to be embedded in the core concrete using thicker cover concrete and hoops.
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Acknowledgments
This research was financially supported by grants from the R&D Policy Infra Program (Code 11-Technology Standardization-09-01) funded by the Ministry of Land, Transportation, and Maritime Affairs of Korea; the Small and Medium Business Administration in Korea (No. 00045821); and the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education, Science, and Technology (2012R1A1A1003282). The authors are grateful to the authorities for their support.
References
ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.”, Farmington Hills, MI.
AIK (Architectural Institute of Korea). (2009). “Korean building code.” Seoul.
AISC. (2010). “Specification for structural steel building.” ANSI/AISC 360-10, Chicago.
AWS (American Welding Society). (1998). “Structural welding code-reinforcing steel.”, Miami.
AWS (American Welding Society). (2010). “Structural welding code-steel.”, Miami.
Campione, G. (2013). “R/C columns strengthened with steel angles and battens: Experimental results and design procedure.” Pract. Period. Struct. Des. Constr., 1–11.
CEB-FIP (Comité Euro-International-Fédération International de la Précontrainte). (1993). “CEB-FIP model code 1990: Design code.” Thomas Telford, London, 437.
Eom, T. S., Hwang, H. J., Park, H. G., Lee, C. N., and Kim, H. S. (2014). “Flexural test for steel-concrete composite members using prefabricated steel angles.” J. Struct. Eng., 04013094.
Eom, T. S., Kang, S. M., Park, H. G., Choi, T. W., and Jin, J. M. (2013). “Cyclic loading test for reinforced concrete columns with continuous rectangular and polygonal hoops.” Eng. Struct., 67(5), 39–49.
Hognestad, E. (1951). Study of combined bending and axial load in reinforced concrete members, Univ. of Illinois Engineering Experimental Station, 128.
Hoshikuma, J., Kawashima, K., Nagaya, K., and Taylor, A. W. (1997). “Stress-strain model for confined reinforced concrete in bridge piers.” J. Struct. Eng., 624–633.
Hwang, H. J., Eom, T. S., Park, H. G., Lee, S. H., and Kim, H. S. (2015). “Cyclic loading tests for beam-column connections of concrete filled u-shaped steel beams and concrete-encased steel angle columns.” J. Struct. Eng., 04015020.
Kim, B. R., Kang, S. D., Kim, H. G., Kim, M. H., and Kim, S. D. (2008). “A study on the fire resistance of yLRC composite columns with steel sheet forms and angles (in Korean).” J. Korean Soc. Steel Constr., 20(3), 365–375.
Kim, H. G., Kim, M. H., Cho, N. G., Kim, S. S., and Kim, S. D. (2009). “Experimental study on the compressive strength of yLRC composite columns (in Korean).” J. Korean Soc. Steel Constr., 21(5), 545–552.
Mander, J. B., Priestley, M. J. N., and Park, R. (1988). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng., 1804–1826.
Montuori, R., and Piluso, V. (2009). “Reinforced concrete columns strengthened with angles and battens subjected to ecconcentric load.” Eng. Struct., 31(2), 539–550.
Park, R. (1988). “State-of-the-art report on ductility evaluation from laboratory and analytical testing.” Proc., 9th World Conf. on Earthquake Engineering, Vol. 8, International Association for Earthquake Engineering, Tokyo, 605–616.
Poon, E. D. (1999). Effect of column retrofitting on the seismic response of concrete frames, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, 162.
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© 2016 American Society of Civil Engineers.
History
Received: Nov 21, 2014
Accepted: Oct 5, 2015
Published online: Jan 5, 2016
Published in print: May 1, 2016
Discussion open until: Jun 5, 2016
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