Technical Papers
Jan 5, 2016

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.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 5May 2016

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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Authors

Affiliations

Hyeon-Jong Hwang [email protected]
Assistant Professor, College of Civil Engineering, Hunan Univ., Yuelu Mountain, Changsha, Hunan 410082, China. E-mail: [email protected]
Tae-Sung Eom [email protected]
Assistant Professor, Dept. of Architectural Engineering, Dankook Univ., 152 Jukjeon-ro, Gyeonggi-do 448-701, Korea (corresponding author). E-mail: [email protected]
Hong-Gun Park, M.ASCE [email protected]
Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 599 Gwanak-ro, Seoul 151-744, Korea. E-mail: [email protected]
Seung-Hwan Lee [email protected]
President, SEN Coretech Inc., 6, Beodeunaru-ro 19 gil, Yeongdeungpo-gu, Seoul 150-040, Korea. E-mail: [email protected]

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