Technical Papers
May 17, 2019

Experimental Investigation of Axial Compressive Behavior of Large-Scale Circular Concrete Columns Confined by Prestressed CFRP Strips

Publication: Journal of Structural Engineering
Volume 145, Issue 8

Abstract

One important application of fiber-reinforced polymer (FRP) composites is providing confinement for concrete columns. Utilization of prestressed FRP sheets can relieve stress hysteresis through active confinement. And most investigations focus on small size concrete columns, but it is unclear whether the models that developed from small-scale cylinders are appropriate for large-scale columns due to the size effect. This paper evaluated the axial compressive behavior of large-scale circular concrete columns confined by lateral prestressed carbon fiber-reinforced polymer (CFRP) strips. A total of 10 large-scale columns were tested, and the size of the specimen was 800 mm in diameter and 2,500 mm high. These specimens included one unconfined column, seven columns actively confined by prestressed CFRP strips, and two columns passively confined by externally bonded CFRP strips. Including different strengthening methods, the influences of various prestress levels and different strip spacing were considered in this experiment. The test results indicated that, considering reinforcement effectiveness, axial load-bearing capacity and ductility of large-scale columns confined with prestressed CFRP strips were improved significantly. A polynomial stress-strain model is proposed based on the experimental results, and this model could be used to estimate the axial compressive behavior of large-scale concrete columns confined by prestressed CFRP strips.

Get full access to this article

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

Acknowledgments

The authors are grateful for the financial support received from the National Natural Science Foundation of China (Project Nos. 51678039 and 51478033) and Structural Laboratory in Civil Engineering at Beijing University of Technology, China.

References

Abdelrahman, K., and R. El-Hacha. 2012. “Behavior of large-scale concrete columns wrapped with CFRP and SFRP sheets.” J. Compos. Constr. 16 (4): 430–439. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000278.
Ali, A. M., P. Kypros, and S. S. Ki. 2003. “RC column strengthening by lateral pre-tensioning of FRP.” Constr. Build. Mater. 17 (6–7): 491–497. https://doi.org/10.1016/S0950-0618(03)00046-1.
Andrawes, B., M. Shin, and N. Wierschem. 2010. “Active confinement of reinforced concrete bridge columns using shape memory alloys.” J. Bridge Eng. 15 (1): 81–89. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000038.
Audenaert, K., H. Toutanji, and S. Matthys. 2005. “Axial load behavior of large-scale columns confined with fiber-reinforced polymer composites.” ACI Struct. J. 102 (2): 258–267.
Barros, J. A. O., and D. R. S. M. Ferreira. 2008. “Assessing the efficiency of CFRP discrete confinement systems for concrete cylinders.” J. Compos. Constr. 12 (2): 134–148. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:2(134).
Bassem, A., S. Moochul, and W. Nicholas. 2010. “Active confinement of reinforced concrete bridge columns using shape memory alloys.” J. Bridge Eng. 15 (1): 81–89. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000038.
Carey, S. A., and K. A. Harries. 2005. “Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets.” ACI Struct. J. 102 (4): 596–604.
Ciniņa, I., E. Zīle, and O. Zīle. 2012. “Mechanical behavior of concrete columns confined by basalt FRP windings.” Mech. Compos. Mater. 48 (5): 539–546. https://doi.org/10.1007/s11029-012-9298-y.
Comert, M., C. Goksu, and A. Ilki. 2009. “External confinement of concrete with post-tensioned GFRP sheets—A pilot study.” In FRPRCS-9. Sydney, Australia.
Demers, M., and K. W. Neale. 1999. “Confinement of reinforced concrete columns with fibre-reinforced composite sheets: An experimental study.” Can. J. Civ. Eng. 26 (2): 226–241. https://doi.org/10.1139/l98-067.
Driver, R. G., and M. A. Hussain. 2005. “Experimental investigation of external confinement of reinforced concrete columns by hollow structural section collars.” ACI Struct. J. 102 (2): 242–251.
Eid, R., and P. Paultre. 2008. “Analytical model for FRP-confined circular reinforced concrete columns.” J. Compos. Constr. 12 (5): 541-5–552. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:5(541).
Eid, R., and P. Paultre. 2017. “Compressive behavior of FRP-confined reinforced concrete columns.” Eng. Struct. 132: 518–530. https://doi.org/10.1016/j.engstruct.2016.11.052.
Fam, A., and S. Rizkalla. 2003. “Large scale testing and analysis of hybrid concrete/composite tubes for circular beam-column applications.” Constr. Build. Mater. 17 (6–7): 507–516. https://doi.org/10.1016/S0950-0618(03)00048-5.
Garyfallia, T., R. Theodoros, and K. Athanasios. 2015. “Axially loaded reinforced concrete columns with a square section partially confined by light gfrp straps.” J. Compos. Constr. 19 (1): 04014035. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000496.
Gholampour, A., and T. Ozbakkaloglu. 2018. “Understanding the compressive behavior of shape memory alloy (SMA)-confined normal- and high-strength concrete.” Compos. Struct. 202: 943–953. https://doi.org/10.1016/j.compstruct.2018.05.008.
Guo, J. P., and Z. C. Deng. 2014. “Axial compression performance of concrete columns strengthened with prestressed high strength steel wire mesh.” [In Chinese.] Eng. Mech. 31 (3): 129–137. https://doi.org/10.6052/j.issn.1000-4750.2012.10.0744.
Holmes, N., D. Niall, and C. O’Shea. 2015. “Active confinement of weakened concrete columns.” Mater. Struct. 48 (9): 2759–2777. https://doi.org/10.1617/s11527-014-0352-1.
Janke, L., C. Czaderski, J. Ruth, and M. Motavalli. 2009. “Experiments on the residual load-bearing capacity of prestressed confined concrete columns.” Eng. Struct. 31: 2247–2256. https://doi.org/10.1016/j.engstruct.2009.04.006.
Jian, C. L., and T. Ozbakkaloglu. 2014. “Investigation of the influence of application path of confining pressure: Tests on actively confined and FRP-confined concretes.” J. Struct. Eng. 141 (8): 400–407. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001177.
Jian, C. L., T. Ozbakkaloglu, A. Gholampour, T. Bennett, and R. Sadeghi. 2016. “Finite-element modeling of actively confined normal-strength and high-strength concrete under uniaxial, biaxial, and triaxial compression.” J. Struct. Eng. 142 (11): 04016113. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001589.
Lam, L., and J. G. Teng. 2002. “Strength models for fiber-reinforced plastic-confined concrete.” J. Struct. Eng. 128 (5): 612–623. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:5(612).
Lam, L., and J. G. Teng. 2003. “Design-oriented stress–strain model for FRP-confined concrete.” Constr. Build. Mater. 17 (6–7): 471–489. https://doi.org/10.1016/S0950-0618(03)00045-X.
Li, P., and Y. F. Wu. 2016. “Stress-strain behavior of actively and passively confined concrete under cyclic axial load.” Compos. Struct. 149: 369–384. https://doi.org/10.1016/j.compstruct.2016.04.033.
Liang, M., Z. M. Wu, T. Ueda, J. J. Zheng, and R. Akogbe. 2012. “Experiment and modeling on axial behavior of carbon fiber reinforced polymer confined concrete cylinders with different sizes.” J. Reinf. Plast. Compos. 31 (6): 389–403. https://doi.org/10.1177/0731684412439347.
Masoud, M., C. Czaderski, and P. Kerstin. 2011. “Prestressed CFRP for strengthening of reinforced concrete structures: Recent developments at Empa, Switzerland.” J. Compos. Constr. 15 (2): 194–205. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000125.
Matthys, S., H. Toutanji, and L. Taerwe. 2006. “Stress-strain behavior of large-scale circular columns confined with FRP composites.” J. Struct. Eng. 132 (1): 123–133. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:1(123).
Mortazavi, A. A., K. Pilakoutas, and K. S. Son. 2003. “RC column strengthening by lateral pre-tensioning of FRP.” Constr. Build. Mater. 17 (6): 491–497. https://doi.org/10.1016/S0950-0618(03)00046-1.
Ozbakkaloglu, T., C. L. Jian, and T. Vincent. 2013. “FRP-confined concrete in circular sections: Review and assessment of stress-strain models.” Eng. Struct. 49 (2): 1068–1088. https://doi.org/10.1016/j.engstruct.2012.06.010.
Pantelides, C. P., and Z. H. Yan. 2007. “Confinement model of concrete with externally bonded FRP jackets or posttensioned FRP shells.” J. Struct. Eng. 133 (9): 1288–1296. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1288).
Pessiki, S., K. A. Harries, J. T. Kestner, R. Sause, and J. M. Ricles. 2001. “Axial behavior of reinforced concrete columns confined with FRP jackets.” J. Compos. Constr. 5 (4): 237–245. https://doi.org/10.1061/(ASCE)1090-0268(2001)5:4(237).
Realfonzo, R., and A. Napoli. 2011. “Concrete confined by FRP systems: Confinement efficiency and design strength models.” Composites Part B 42 (4): 736–755. https://doi.org/10.1016/j.compositesb.2011.01.028.
Richart, F. E., A. Brandtzaeg, and R. L. Brown. 1928. A study of the failure of concrete under combined compression stresses. Urbana, IL: Engineering Experimental Station, Univ. Illinois.
Rocca, S. 2007. “Experimental and analytical evaluation of FRP-confined large size reinforced concrete columns.” Ph.D. thesis, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Missouri-Rolla.
Rousakis, T. C. 2017. “Inherent seismic resilience of rc columns externally confined with nonbonded composite ropes.” Composites Part B 135: 142–148. https://doi.org/10.1016/j.compositesb.2017.10.023.
Rousakis, T. C., and I. S. Tourtouras. 2015. “Modeling of passive and active external confinement of RC columns with elastic material.” ZAMM 95 (10): 1046–1057. https://doi.org/10.1002/zamm.201500014.
Shin, M., and B. Andrawes. 2010. “Experimental investigation of actively confined concrete using shape memory alloys.” Eng. Struct. 32 (3): 656–664. https://doi.org/10.1016/j.engstruct.2009.11.012.
Tamuzs, V., R. Tepfers, C. S. You, T. Rousakis, I. Repelis, V. Skruls, and U. Vilks. 2006. “Behavior of concrete cylinders confined by carbon-composite tapes and prestressed yarns 1. Experimental data.” Mech. Compos. Mater. 42 (1): 13–32. https://doi.org/10.1007/s11029-006-0013-8.
Teng, J. G., Y. M. Hu, and T. Yu. 2013. “Stress-strain model for concrete in FRP-confined steel tubular columns.” Eng. Struct. 49 (2): 156–167. https://doi.org/10.1016/j.engstruct.2012.11.001.
Teng, J. G., T. Jiang, L. Lam, and Y. Z. Luo. 2009. “Refinement of a design-oriented stress-strain model for FRP-confined concrete.” J. Compos. Constr. 13 (4): 269–278. https://doi.org/10.1061/ASCECC.1943-5614.0000012.
Toutanji, H., M. Han, J. Gilbert, and S. Matthys. 2010. “Behavior of large-scale rectangular columns confined with FRP composites.” J. Compos. Constr. 14 (1): 62–71. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000051.
Vincent, T., and T. Ozbakkaloglu. 2015. “Compressive behavior of prestressed high-strength concrete-filled ARAMID FRP tube columns: Experimental observations.” J. Compos. Constr. 19 (6): 04015003. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000556.
Vincent, T., and T. Ozbakkaloglu. 2017. “Lateral strain-to-axial strain model for laterally prestressed concrete-filled FRP tubes.” Key Eng. Mater. 729: 134–138. https://doi.org/10.4028/www.scientific.net/KEM.729.134.
Wang, Z., D. Wang, S. T. Smith, and D. Lu. 2012. “Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression.” Eng. Struct. 40: 64–74. https://doi.org/10.1016/j.engstruct.2012.01.004.
Wei, Y. Y., and Y. F. Wu. 2012. “Unified stress–strain model of concrete for FRP-confined columns.” Constr. Build. Mater. 26 (1): 381–392. https://doi.org/10.1016/j.conbuildmat.2011.06.037.
Yin, P., L. Huang, L. Yan, and D. Zhu. 2016. “Compressive behavior of concrete confined by CFRP and transverse spiral reinforcement. Part A: Experimental study.” Mater. Struct. 49 (3): 1001–1011. https://doi.org/10.1617/s11527-015-0554-1.
Youssef, M. N., M. Q. Feng, and A. S. Mosallam. 2007. “Stress-strain model for concrete confined by FRP composites.” Compos. Part B-Eng. 38 (5–6): 614–628. https://doi.org/10.1016/j.compositesb.2006.07.020.
Zhou, C., X. Bai, and X. Lu. 2013. “Performance of circular concrete columns confined with lateral pre-tensioned FRP under axial loads.” [In Chinese.] Struct. Eng. 29 (1): 149–156. https://doi.org/10.15935/j.cnki.jggcs.2013.01.017.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 8August 2019

History

Received: May 21, 2018
Accepted: Dec 7, 2018
Published online: May 17, 2019
Published in print: Aug 1, 2019
Discussion open until: Oct 17, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Changdong Zhou [email protected]
Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author). Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China. Email: [email protected]
Qinglong Pan [email protected]
Engineer, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, 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