Technical Papers
May 31, 2018

Compressive Behavior of CFRP-Confined Recycled Aggregate Concrete in Different-Sized Circular Sections

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Composites for Construction
Volume 22, Issue 4

Abstract

Structural applications of recycled aggregate concrete (RAC) have been rare in practice owing to its inferior strength and durability compared with natural aggregate concrete (NAC). Among the various methods attempted to facilitate the wider structural applications of RAC, the newly proposed method of fiber reinforced polymer (FRP) jacketing is particularly attractive due to the dual benefits of confinement and corrosion insulation. The few relevant studies on FRP-confined RAC have all been conducted on relatively small-scale specimens with no attention being paid to the possible size effect. This paper presents a series of axial compression tests on carbon FRP (CFRP)-confined RAC/NAC cylinders at three different scales with diameters ranging from 150 to 300 mm. In particular, some different-sized specimens were designed to have the same FRP confinement stiffness to allow for the first-ever examination of the possible size effect in FRP-confined RAC. The test results indicate that no appreciable size effect appears to exist in FRP-confined RAC or in FRP-confined NAC in the size range considered. The test results also show that FRP confinement effectiveness is marginally affected by the use of recycled aggregate. The compressive behavior of the two types of concrete can be almost equally well predicted by using stress-strain models originally proposed for FRP-confined NAC.

Get full access to this article

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

Acknowledgments

The authors gratefully acknowledge the funding received from the National Natural Science Foundation of China (Project Nos. 51678161 and 51778569). The first author is grateful to the China Scholarship Council for awarding this author the scholarship (File No. 201408440320) to visit the Department of Civil and Environmental Engineering, University of California, Berkeley, USA.

References

Amin, A. F. M. S., A. Hasnat, A. H. Khan, and M. Ashiquzzaman. 2016. “Residual cementing property in recycled fines and coarse aggregates: Occurrence and quantification.” J. Mater. Civ. Eng. 28 (4): 04015174. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001472.
ASTM. 2014a. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM C469/C469M. West Conshohocken, PA: ASTM.
ASTM. 2014b. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039/D3039M. West Conshohocken, PA: ASTM.
Bazant, Z. P. 2000. “Size effect.” Int. J. Solids Struct. 37 (1–2): 69–80. https://doi.org/10.1016/S0020-7683(99)00077-3.
Bisby, L. A., and W. A. Take. 2009. “Strain localisations in FRP-confined concrete: New insights.” Proc. Inst. Civ. Eng. Struct. Build. 162 (5): 301–309. https://doi.org/10.1680/stbu.2009.162.5.301.
Bravo, M., J. de Brito, J. Pontes, and L. Evangelista. 2015. “Durability performance of concrete with recycled aggregates from construction and demolition waste plants.” Constr. Build. Mater. 77: 357–369. https://doi.org/10.1016/j.conbuildmat.2014.12.103.
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.
Chen, G. M., Y. H. He, T. Jiang, and C. J. Lin. 2016. “Behavior of CFRP-confined recycled aggregate concrete under axial compression.” Constr. Build. Mater. 111: 85–97. https://doi.org/10.1016/j.conbuildmat.2016.01.054.
Chen, G. M., Y. H. He, H. Yang, J. F. Chen, and Y. C. Guo. 2014. “Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures.” Constr. Build. Mater. 71: 1–15. https://doi.org/10.1016/j.conbuildmat.2014.08.012.
Cheng, S., P. Feng, Y. Bai, and L. P. Ye. 2016. “Load-strain model for steel-concrete-FRP-concrete columns in axial compression.” J. Compos. Constr. 20 (5): 04016017. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000664.
Choudhury, M. S. I., A. Amin, M. M. Islam, and A. Hasnat. 2016. “Effect of confining pressure distribution on the dilation behavior in FRP-confined plain concrete columns using stone, brick and recycled aggregates.” Constr. Build. Mater. 102: 541–551. https://doi.org/10.1016/j.conbuildmat.2015.11.003.
Corinaldesi, V., and G. Moriconi. 2009. “Influence of mineral additions on the performance of 100% recycled aggregate concrete.” Constr. Build. Mater. 23 (8): 2869–2876. https://doi.org/10.1016/j.conbuildmat.2009.02.004.
Domingo-Cabo, A., C. Lazaro, F. Lopez-Gayarre, M. A. Serrano-Lopez, P. Serna, and J. O. Castano-Tabares. 2009. “Creep and shrinkage of recycled aggregate concrete.” Constr. Build. Mater. 23 (7): 2545–2553. https://doi.org/10.1016/j.conbuildmat.2009.02.018.
Elsanadedy, H. M., Y. A. Al-Salloum, S. H. Alsayed, and R. A. Iqbal. 2012. “Experimental and numerical investigation of size effects in FRP-wrapped concrete columns.” Constr. Build. Mater. 29: 56–72. https://doi.org/10.1016/j.conbuildmat.2011.10.025.
Evangelista, L., and J. de Brito. 2010. “Durability performance of concrete made with fine recycled concrete aggregates.” Cem. Concr. Compos. 32 (1): 9–14. https://doi.org/10.1016/j.cemconcomp.2009.09.005.
Fathifazl, G., A. G. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier, and S. Foo. 2011. “Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate.” Cem. Concr. Compos. 33 (10): 1026–1037. https://doi.org/10.1016/j.cemconcomp.2011.08.004.
Feng, P., S. Cheng, Y. Bai, and L. Ye. 2015. “Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression.” Compos. Struct. 123: 312–324. https://doi.org/10.1016/j.compstruct.2014.12.053.
Florea, M. V. A., Z. Ning, and H. J. H. Brouwers. 2014. “Activation of liberated concrete fines and their application in mortars.” Constr. Build. Mater. 50: 1–12. https://doi.org/10.1016/j.conbuildmat.2013.09.012.
Islam, M. M., M. S. I. Choudhury, and A. Amin. 2016. “Dilation effects in FRP-confined square concrete columns using stone, brick, and recycled coarse aggregates.” J. Compos. Constr. 20 (1): 04015017. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000574.
Ismail, S., and M. Ramli. 2014. “Mechanical strength and drying shrinkage properties of concrete containing treated coarse recycled concrete aggregates.” Constr. Build. Mater. 68: 726–739. https://doi.org/10.1016/j.conbuildmat.2014.06.058.
Jiang, T., and J. G. Teng. 2007. “Analysis-oriented stress-strain models for FRP-confined concrete.” Eng. Struct. 29 (11): 2968–2986. https://doi.org/10.1016/j.engstruct.2007.01.010.
Khatib, J. M. 2005. “Properties of concrete incorporating fine recycled aggregate.” Cem. Concr. Res. 35 (4): 763–769. https://doi.org/10.1016/j.cemconres.2004.06.017.
Kou, S. C., and C. S. Poon. 2015. “Effect of the quality of parent concrete on the properties of high performance recycled aggregate concrete.” Constr. Build. Mater. 77: 501–508. https://doi.org/10.1016/j.conbuildmat.2014.12.035.
Kou, S. C., C. S. Poon, and D. Chan. 2007. “Influence of fly ash as cement replacement on the properties of recycled aggregate concrete.” J. Mater. Civ. Eng. 19 (9): 709–717. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:9(709).
Lam, L., and J. G. Teng. 2004. “Ultimate condition of fiber reinforced polymer-confined concrete.” J. Compos. Constr. 8 (6): 539–548. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:6(539).
Li, P. D., 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.
Lim, J. C., and T. Ozbakkaloglu. 2015. “Investigation of the influence of the application path of confining pressure: Tests on actively confined and FRP-confined concretes.” J. Struct. Eng. 141 (8): 04014203. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001177.
Medina, C., W. Z. Zhu, T. Howind, M. I. Sanchez De Rojas, and M. Frias. 2015. “Influence of interfacial transition zone on engineering properties of the concrete manufactured with recycled ceramic aggregate.” J. Civ. Eng. Manage. 21 (1): 83–93. https://doi.org/10.3846/13923730.2013.802727.
Moran, D. A., and C. P. Pantelides. 2012. “Elliptical and circular FRP-confined concrete sections: A Mohr-Coulomb analytical model.” Int. J. Solids Struct. 49 (6): 881–898. https://doi.org/10.1016/j.ijsolstr.2011.12.012.
Otsuki, N., S. Miyazato, and W. Yodsudjai. 2003. “Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete.” J. Mater. Civ. Eng. 15 (5): 443–451. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:5(443).
Ozbakkaloglu, T., J. C. Lim, and T. Vincent. 2013. “FRP-confined concrete in circular sections: Review and assessment of stress-strain models.” Eng. Struct. 49: 1068–1088. https://doi.org/10.1016/j.engstruct.2012.06.010.
Peng, Y., and J. Pu. 2015. “Size effect analysis of compressive strength for recycled concrete using the BFEM on micromechanics.” In Proc., 6th Int. Conf. on Mechanics and Materials in Design, 2167–2180. Porto, Portugal: Univ. of Porto.
Poon, C. S., and D. X. Chan. 2006a. “Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base.” Constr. Build. Mater. 20 (8): 578–585. https://doi.org/10.1016/j.conbuildmat.2005.01.045.
Poon, C. S., and D. X. Chan. 2006b. “Paving blocks made with recycled concrete aggregate and crushed clay brick.” Constr. Build. Mater. 20 (8): 569–577. https://doi.org/10.1016/j.conbuildmat.2005.01.044.
Poon, C. S., and D. X. Chan. 2007. “The use of recycled aggregate in concrete in Hong Kong.” Resour. Conserv. Recycl. 50 (3): 293–305. https://doi.org/10.1016/j.resconrec.2006.06.005.
Poon, C. S., Z. H. Shui, and L. Lam. 2004. “Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates.” Constr. Build. Mater. 18 (6): 461–468. https://doi.org/10.1016/j.conbuildmat.2004.03.005.
Popovics, S. 1973. “A numerical approach to the complete stress-strain curve of concrete.” Cem. Concr. Res. 3 (5): 583–599. https://doi.org/10.1016/0008-8846(73)90096-3.
Rao, A., K. N. Jha, and S. Misra. 2007. “Use of aggregates from recycled construction and demolition waste in concrete.” Resour. Conserv. Recycl. 50 (1): 71–81. https://doi.org/10.1016/j.resconrec.2006.05.010.
Smith, S. T., S. J. Kim, and H. W. Zhang. 2010. “Behavior and effectiveness of FRP wrap in the confinement of large concrete cylinders.” J. Compos. Constr. 14 (5): 573–582. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000119.
Tam, V. W. Y., D. Kotrayothar, and J. Z. Xiao. 2015. “Long-term deformation behaviour of recycled aggregate concrete.” Constr. Build. Mater. 100: 262–272. https://doi.org/10.1016/j.conbuildmat.2015.10.013.
Tam, V. W. Y., C. M. Tam, and Y. Wang. 2007. “Optimization on proportion for recycled aggregate in concrete using two-stage mixing approach.” Constr. Build. Mater. 21 (10): 1928–1939. https://doi.org/10.1016/j.conbuildmat.2006.05.040.
Teng, J. G., Y. L. Huang, L. Lam, and L. P. Ye. 2007a. “Theoretical model for fiber-reinforced polymer-confined concrete.” J. Compos. Constr. 11 (2): 201–210. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(201).
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/(ASCE)CC.1943-5614.0000012.
Teng, J. G., and L. Lam. 2004. “Behavior and modeling of fiber reinforced polymer-confined concrete.” J. Struct. Eng. 130 (11): 1713–1723. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1713).
Teng, J. G., T. Yu, Y. L. Wong, and S. L. Dong. 2007b. “Hybrid FRP-concrete-steel tubular columns: Concept and behavior.” Constr. Build. Mater. 21 (4): 846–854. https://doi.org/10.1016/j.conbuildmat.2006.06.017.
Teng, J. G., J. L. Zhao, T. Yu, L. J. Li, and Y. C. Guo. 2015. “Behavior of FRP-confined compound concrete containing recycled concrete lumps.” J. Compos. Constr 20 (1): 04015038. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000602.
Theriault, M., K. W. Neale, and S. Claude. 2004. “Fiber-reinforced polymer-confined circular concrete columns: Investigation of size and slenderness effects.” J. Compos. Constr. 8 (4): 323–331. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:4(323).
Topcu, I. B., and S. Sengel. 2004. “Properties of concretes produced with waste concrete aggregate.” Cem. Concr. Res. 34 (8): 1307–1312. https://doi.org/10.1016/j.cemconres.2003.12.019.
Visintin, P., Y. Chen, and D. J. Oehlers. 2015. “Simulating the behavior of FRP-confined cylinders using the shear-friction mechanism.” J. Compos. Constr. 19 (6): 04015014. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000573.
Wang, Y. F., and H. L. Wu. 2011. “Size effect of concrete short columns confined with aramid FRP jackets.” J. Compos. Constr. 15 (4): 535–544. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000178.
Wei, Y., and Y. F. Wu. 2016. “Experimental study of concrete columns with localized failure.” J. Compos. Constr. 20 (5): 04016032. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000686.
Wu, B., X. Y. Zhao, W. Liu, Q. X. Liu, and Z. Xu. 2011. “Axial strengths of concrete stub columns filled with demolished concrete segments/lumps.” Adv. Sci. Lett. 4 (8–10): 2719–2726. https://doi.org/10.1166/asl.2011.1727.
Wu, Y. F., and J. F. Jiang. 2013. “Effective strain of FRP for confined circular concrete columns.” Compos. Struct. 95: 479–491. https://doi.org/10.1016/j.compstruct.2012.08.021.
Wu, Y. F., and Y. Y. Wei. 2016. “Stress-strain modeling of concrete columns with localized failure: An analytical study.” J. Compos. Constr. 20 (3): 04015071. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000634.
Xiao, J. Z. 2008. Recycled concrete. Beijing: China Architecture and Building Press.
Xiao, J. Z., Y. Huang, J. Yang, and C. Zhang. 2012a. “Mechanical properties of confined recycled aggregate concrete under axial compression.” Constr. Build. Mater. 26 (1): 591–603. https://doi.org/10.1016/j.conbuildmat.2011.06.062.
Xiao, J. Z., J. B. Li, and C. Zhang. 2005. “Mechanical properties of recycled aggregate concrete under uniaxial loading.” Cem. Concr. Res. 35 (6): 1187–1194. https://doi.org/10.1016/j.cemconres.2004.09.020.
Xiao, J. Z., L. Li, V. W. Y. Tam, and H. Li. 2014. “The state of the art regarding the long-term properties of recycled aggregate concrete.” Struct. Concr. 15 (1): 3–12. https://doi.org/10.1002/suco.201300024.
Xiao, J. Z., W. Li, Z. Sun, and S. P. Shah. 2012c. “Crack propagation in recycled aggregate concrete under uniaxial compressive loading.” ACI Mater. J. 109 (4): 451–461.
Xiao, J. Z., W. G. Li, D. J. Corr, and S. P. Shah. 2013. “Effects of interfacial transition zones on the stress-strain behavior of modeled recycled aggregate concrete.” Cem. Concr. Res. 52: 82–99. https://doi.org/10.1016/j.cemconres.2013.05.004.
Xiao, J. Z., W. G. Li, Y. H. Fan, and X. Huang. 2012b. “An overview of study on recycled aggregate concrete in China (1996–2011).” Constr. Build. Mater. 31: 364–383. https://doi.org/10.1016/j.conbuildmat.2011.12.074.
Xiao, J. Z., Z. M. Ma, and T. Ding. 2016. “Reclamation chain of waste concrete: A case study of Shanghai.” Waste Manage. 48: 334–343. https://doi.org/10.1016/j.wasman.2015.09.018.
Xie, T. Y., and T. Ozbakkaloglu. 2016. “Behavior of recycled aggregate concrete-filled basalt and carbon FRP tubes.” Constr. Build. Mater. 105: 132–143. https://doi.org/10.1016/j.conbuildmat.2015.12.068.
Yao, J., T. Jiang, P. Xu, and Z. G. Lu. 2015. “Experimental investigation on large-scale slender FRP-concrete-steel double-skin tubular columns subjected to eccentric compression.” Adv. Struct. Eng. 18 (10): 1737–1746. https://doi.org/10.1260/1369-4332.18.10.1737.
Zhao, J. L., T. Yu, and J. G. Teng. 2015. “Stress-strain behavior of FRP-confined recycled aggregate concrete.” J. Compos. Constr. 19 (3): 04014054. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000513.
Zhou, Y. W., J. J. Hu, M. L. Li, L. L. Sui, and F. Xing. 2016. “FRP-confined recycled coarse aggregate concrete: Experimental investigation and model comparison.” Polymers 8 (10): 375. https://doi.org/10.3390/polym8100375.
Zhu, Z. Y., I. Ahmad, and A. Mirmiran. 2005. “Effect of column parameters on axial compression behavior of concrete-filled FRP tubes.” Adv. Struct. Eng. 8 (4): 443–449. https://doi.org/10.1260/136943305774353098.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 22Issue 4August 2018

History

Received: Jan 13, 2017
Accepted: Feb 26, 2018
Published online: May 31, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 31, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

G. M. Chen
Professor, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510640, China.
J. J. Zhang
Formerly, Postgraduate Student, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.
Associate Professor, Space Structures Research Center, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: https://orcid.org/0000-0002-9478-2589. Email: [email protected]
C. J. Lin
Formerly, Postgraduate Student, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.
Y. H. He
Formerly, Postgraduate Student, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.

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