Technical Papers
Mar 30, 2019

Fast and Slow Cyclic Tests for Reinforced Concrete Columns with an Improved Axial Force Control

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Structural Engineering
Volume 145, Issue 6

Abstract

Cyclic tests have been widely used in earthquake engineering to experimentally evaluate the strength and postyield response of structures. It is well known that the lateral response of a structure can be significantly affected by the presence of axial load; thus, axial loads need to be correctly applied during tests to ensure the accuracy of test results. In the past, it was a challenging task to satisfy the axial force boundary condition in real time for axially stiff members. Therefore, the majority of cyclic tests were conducted slowly over an expanded time scale, which did not account for the rate-dependent behavior of structures under dynamic loads. This paper introduces a flexible loading frame (FLF) to enable large-capacity real-time axial force application to axially stiff members. Force application using the FLF was validated by conducting fast and slow cyclic tests for small-scale reinforced concrete columns. The RC columns were controlled to have the same lateral displacement path and axial load during the fast and slow cyclic tests, in which a constant target axial force was successfully applied to the RC columns using the FLF. Force-deformation relationships were obtained for each RC column, and notable differences in strength and damage patterns were observed between fast and slow cyclic tests, clearly demonstrating the importance of conducting real-time tests to better understand the true dynamic behavior of structures.

Get full access to this article

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

Acknowledgments

This paper is based upon work supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) under Grant No. 15CTAP-B067472-03. The authors greatly appreciate the generous support of the sponsor.

References

BOMEL Limited. 1999. The behavior of carbon steels at high strain rates and strain limits. Berkshire, UK: Health and Safety Executive.
Chae, Y., K. Kazemibidokhti, and J. M. Ricles. 2013. “Adaptive time series compensator for delay compensation of servo-hydraulic actuator systems for real-time hybrid simulation.” Earthquake Eng. Struct. Dyn. 42 (11): 1697–1715. https://doi.org/10.1002/eqe.2294.
Chae, Y., M. Park, C.-Y. Kim, and Y. S. Park. 2017. “Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations.” Eng. Struct. 132: 648–658. https://doi.org/10.1016/j.engstruct.2016.11.065.
Chae, Y., R. Rabiee, A. Dursun, and C.-Y. Kim. 2018. “Real-time force control for servo-hydraulic actuator systems using adaptive time series compensator and compliance springs.” Earthquake Eng. Struct. Dyn. 47 (4): 854–871. https://doi.org/10.1002/eqe.2994.
Elnashai, A. S., and L. Di Sarno. 2008. Fundamentals of earthquake engineering. New York: Wiley.
Fan, G., Y. Song, and L. Wang. 2014. “Experimental study on the seismic behavior of reinforced concrete beam-column joints under various strain rates.” J. Reinf. Plast. Compos. 33 (7): 601–618. https://doi.org/10.1177/0731684413512706.
Filiatrault, A., and M. Holleran. 2001. “Stress-strain behavior of reinforcing steel and concrete under seismic strain rates and low temperatures.” Mater. Struct. 34 (4): 235–239. https://doi.org/10.1007/BF02480594.
Ghannoum, W., V. Saouma, G. Haussmann, K. Polkinghorne, M. Eck, and D.-H. Kang. 2012. “Experimental investigations of loading rate effects in reinforced concrete columns.” J. Struct. Eng. 138 (8): 1032–1041. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000540.
Gutierrez, E., G. Magonette, and G. Verzeletti. 1993. “Experimental studies of loading rate effects on reinforced concrete columns.” J. Eng. Mech. 119 (5): 887–904. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:5(887).
Kim, S. J., C. J. Holub, and A. S. Elnashai. 2011. “Experimental investigation of the behavior of RC bridge piers subjected to horizontal and vertical earthquake motion.” Eng. Struct. 33 (7): 2221–2235. https://doi.org/10.1016/j.engstruct.2011.03.013.
Lamarche, C. P., and R. Tremblay. 2011. “Seismically induced cyclic buckling of steel columns including residual-stress and strain-rate effects.” J. Constr. Steel Res. 67 (9): 1401–1410. https://doi.org/10.1016/j.jcsr.2010.10.008.
Li, M., and H. Li. 2012. “Effects of loading rate on reinforced concrete beams.” In Proc., 15th World Conf. on Earthquake Engineering. Lisbon, Portugal.
Luco, J. E., O. Ozcelk, and J. P. Conte. 2010. “Acceleration tracking performance of the UCSD-NEES shake table.” J. Struct. Eng. 136 (5): 481–490. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000137.
Monteiro, A., A. Arêde, and N. Vila Pouca. 2017. “Seismic behavior of coupled column bridge RC piers: Experimental campaign.” Eng. Struct. 132: 399–412.
Morquio, A., and J. D. Riera. 2004. “Size and strain rate effects in steel structures.” Eng. Struct. 26 (5): 669–679. https://doi.org/10.1016/j.engstruct.2004.01.007.
Mutsuyoshi, H., and A. Machida. 1984. “Properties and failure of reinforced concrete members subjected to dynamic loading.” Trans. Jpn. Concr. Inst. 6: 521–528.
NagarajaRao, N., M. Lohrmann, and L. Tall. 1966. Effect of strain rate on the yield stress of structural steel. Bethlehem, PA: Lehigh Univ.
Nojavan, A., A. E. Schultz, C. Haselton, S. Simathathien, X. Liu, and S.-H. Chao. 2015. “A new data set for full-scale reinforced concrete columns under collapse-consistent loading protocols.” Earthquake Spectra 31 (2): 1211–1231. https://doi.org/10.1193/040314EQS047.
Pratt, J., B. Krupp, and C. Morse. 2002. “Series elastic actuators for high fidelity force control.” Ind. Robot 29 (3): 234–241. https://doi.org/10.1108/01439910210425522.
Ryan, K. L., and N. D. Dao. 2015. “Influence of vertical ground shaking on horizontal response of seismically isolated buildings with friction bearings.” J. Struct. Eng. 142 (1): 04015089. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001352.
Schellenberg, A. H., A. Sarebanha, M. J. Schoettler, G. Mosqueda, G. Benjoni, and S. Mahin. 2015. Hybrid simulation of seismic isolation systems applied to an APR-1400 nuclear power plant. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Shah, S. P., M. L. Wang, and L. Chung. 1987. “Model concrete beam-column joints subjected to cyclic loading at two rates.” Mater. Struct. 20 (2): 85–95. https://doi.org/10.1007/BF02472743.
Sivaselvan, M. V., A. M. Reinhorn, X. Shao, and S. Weinreber. 2008. “Dynamic force control with hydraulic actuators using added compliance and displacement compensation.” Earthquake Eng. Struct. Dyn. 37 (15): 1785–1800. https://doi.org/10.1002/eqe.837.
Takeda, J. I. 1984. “Dynamic fracture of concrete structures due to severe earthquakes and some consideration on countermeasures.” In Proc., 8th World Conf. on Earthquake Engineering, 299–306. San Francisco.
Wiesner, C. I., and H. MacGillivray. 1999. “Loading rate effects on tensile properties and fracture toughness of steel.” In Proc., UK Technical Advisory Group on the Structural Integrity (TAGSI) Seminar. Cambridge, UK: Welding Institute (TWI).

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 6June 2019

History

Received: Jul 3, 2018
Accepted: Nov 15, 2018
Published online: Mar 30, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 30, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Yunbyeong Chae [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Old Dominion Univ., 5115 Hampton Blvd., Norfolk, VA 23529 (corresponding author). Email: [email protected]
Jinhaeng Lee
Graduate Student, Dept. of Civil and Environmental Engineering, Myongji Univ., 116 Myongji-ro, Cheoin-gu, Yongin, Gyeonggi-do 449-728, South Korea.
Minseok Park
Graduate Student, Dept. of Civil and Environmental Engineering, Myongji Univ., 116 Myongji-ro, Cheoin-gu, Yongin, Gyeonggi-do 449-728, South Korea.
Professor, Dept. of Civil and Environmental Engineering, Myongji Univ., 116 Myongji-ro, Cheoin-gu, Yongin, Gyeonggi-do 449-728, South Korea. ORCID: https://orcid.org/0000-0001-6257-0293

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