Cyclic Loading Test for Concrete-Filled Hollow Precast Concrete Columns Produced by Using a New Fabrication Method
Publication: Journal of Structural Engineering
Volume 143, Issue 4
Abstract
In the present study, a new fabrication method is proposed for concrete-filled hollow precast concrete columns (HPCC). In the proposed method, corrugated steel plates were used for the internal mold of the hollow core section to improve production efficiency and structural safety. To evaluate the constructability and structural performance, mock-up tests and cyclic loading tests were performed for four HPCC specimens and a conventional RC specimen. The test results showed that the overall behavior of the HPCC specimens was similar to that of the monolithic RC specimen, and the structural performances such as maximum load, initial stiffness, displacement ductility, and energy dissipation were comparable to or even higher than those of the RC specimen. The ultimate strength of the HPCC specimens agreed with the prediction by the current design code, which indicates that the proposed composite columns of precast concrete and cast-in-place concrete showed the full composite strength.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The research described in this paper was financially supported by the Samsung C&T Engineering and Construction Group. The authors are grateful to the authorities for the support.
References
Abaqus [Computer software]. SIMULIA, Providence, RI.
ACI (American Concrete Institute). (2004). “Guide to formwork for concrete.” ACI 347-04, Farmington Hills, MI.
ACI (American Concrete Institute). (2005). “Acceptance criteria for moment frames based on structural testing and commentary.” ACI 374.1-05, Farmington Hills, MI.
ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete and commentary.” ACI 318-14, Farmington Hills, MI.
ASTM. (2001). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M-01, West Conshohocken, PA.
ASTM. (2009). “Standard test methods for tension testing of metallic materials.” ASTM E8/E8M-09, West Conshohocken, PA.
Choi, S. Y., Lee, J. Y., Jeong, G. H., Ryu, C., and Jung, B. W. (2000). “An experimental study on the axial strength of centrifugally formed half-PC columns.” J. Archit. Inst. Korea, 20(2), 257–260 (in Korean).
Hagiwara, Y., Yamaguchi, K., and Takami, K. (2001). “Experiment of test production of outer shell precast concrete column members by casting method.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Tokyo (in Japanese).
Hamada, K., Nakanishi, Y., and Minami, K. (1998). “The ultimate flexural strength based on superposition method of RC columns using half precast square tube concrete form made by centrifugal casting.” J. Struct. Constr. Eng., 511, 123–132 (in Japanese).
Hosoya, H., and Asano, Y. (2000). “Seismic behavior of R/C column members using PC shell under high axial load.” Proc., 12th World Conf. Earthquake Engineering (12WCEE), New Zealand Society for Earthquake Engineering, Wellington, New Zealand.
Hosoya, H., and Hukuyama, H. (2008). “A study on structural characteristics of R/C column using precast concrete shell reinforced by fiber.” J. Archit. Build. Sci., 14(27), 99–104 (in Japanese).
Iso, K., Kubokura, T., Nagao, M., and Morimoto, T. (1999). “Research and development on construction method of outer-shell precast concrete members with sub hoops made by simplified method.” J. Archit. Build. Sci., 7, 17–22 (in Japanese).
Kajihara, S., Kuroshima, T., Nonogami, M., Uenishi, T., Kondoh, A., and Nitta, H. (1999). “Studies on R/C columns using precast shell: (Part 2) production of precast shell of full-scale.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Tokyo (in Japanese).
Kim, C. S., Lim, W. Y., Park, H. G., and Oh, J. K. (2016). “Cyclic loading test for cast-in-place concrete-filled hollow PC columns.” ACI Struct. J., 113(2), 205–215.
Kono, M., Sueoka, K., Uenishi, T., Funayama, Y., and Okihashi, T. (1995). “A study of outer-shell precast concrete method. Part 3: Hydraulic pressure experiment and full-scale construction experiment.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Tokyo (in Japanese).
Lee, S. J., Seo, S. Y, and Kim, K. S. (2015). “Compressive strength of hollow-precast concrete composite column under uniaxial and eccentric axial load.” J. Archit. Inst. Korea, 31(2), 3–11 (in Korean).
Matsumoto, T., Nishihara, H., Suzuki, H., and Tabata, T. (1997). “A study on monolithic behaviors of reinforced concrete column using precast shell form.” Proc. Japan Concr. Inst., 18, 259–266 (in Japanese).
Park, R. (1989). “Evaluation of ductility of structures and structural assemblages from laboratory testing.” Bull. N.Z. Nat. Soc. Earthquake Eng., 22(3), 155–166.
Seo, S. Y., Yoon, S. J., and Lee, W. J. (2008). “Evaluation of structural performance the hollow PC column joint subjected to cyclic lateral load.” J. Korea Concr. Inst., 20(3), 335–343 (in Korean).
Xiao, J., Huang, X., and Shen, L. (2012). “Seismic behavior of semi-precast column with recycled aggregate concrete.” Constr. Build. Mat., 35, 988–1001.
Zavliaris, K. D. (2014). “Thin high performance precast concrete elements as permanent shuttering and part of final composite structures.” Concrete Innovation Conf. (CIC 2014), Norwegian Concrete Association, Oslo, Norway.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 143 • Issue 4 • April 2017
Copyright
©2016 American Society of Civil Engineers.
History
Received: Oct 16, 2015
Accepted: Sep 21, 2016
Published online: Nov 16, 2016
Published in print: Apr 1, 2017
Discussion open until: Apr 16, 2017
Authors
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.