Technical Papers
May 17, 2019

Experimental and Analytical Approach for Prediction of Out-of-Plane Capacity of Reinforced Masonry Walls Strengthened with Externally Bonded FRP Laminate

Publication: Journal of Composites for Construction
Volume 23, Issue 4

Abstract

This experimental study has shown the effectiveness of fiber-reinforced polymer (FRP) external bonding (EB) in enhancing the flexural capacity of reinforced masonry (RM) walls subjected to out-of-plane cyclic load. Twelve reinforced masonry walls were built using fully grouted concrete masonry units. The walls had three different steel reinforcement amounts, 2#3, 2#4, and 1#5, representing typical underreinforced wall sections. The strengthened walls used two FRP types, wet lay-up glass fiber sheet (GFRP) and prefabricated carbon fiber-reinforced polymer laminate (CFRP). Four RM walls without strengthening were used as reference specimens. Six walls were externally strengthened using one and two sheets of GFRP. The remaining walls were strengthened with one and two CFRP laminate. A simple model was developed to predict the FRP debonding strain. Nonlinear analysis can be conducted using the moment-curvature relation. As a result of this study, the proposed model presents an excellent prediction compared to the experimental results. Different modes of failure, including compressive concrete crushing failure, FRP rupture, shear failure, and FRP debonding from the masonry substrate, occurred in the strengthened reinforced walls.

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Acknowledgments

The authors wish to acknowledge the support of Midwest Block and Brick in Jefferson City, Missouri and the Higher Committee for Education Development (HCED) in Iraq. The authors also wish to thank the technical support staff in not only the Department of Civil and Environmental Engineering but also the Center for Infrastructure Engineering Studies (CIES) at Missouri University of Science and Technology for their efforts in this research study. Any opinions, findings, conclusions, and recommendations presented in this paper are those of the authors and do not necessarily reflect the views of the sponsor or supporting agencies.

References

ACI (American Concrete Institute). 2008. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI440.2R. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2010. Guide for the design and construction of externally bonded FRP systems for strengthening unreinforced masonry structures. ACI440.7R. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2014. Building code requirements for structural concrete and commentary. ACI 318. Farmington Hills, MI: ACI.
Al-Jaberi, Z., J. Myers, and M. Elgawady. 2016. “Flexural capacity of out-of-plane reinforced masonry walls strengthened with externally bonded (EB) FRP.” In Proc., 7th Int. Conf. on Advanced Composite Materials in Bridges and Structures. Vancouver, Canada: Canadian Society for Civil Engineering.
Al-Jaberi, Z., J. J. Myers, and K. Chandrashekhara. 2019. “Effect of direct service temperature exposure on the bond behavior between advanced composites and CMU using NSM and EB techniques.” Compos. Struct. 211: 63–75. https://doi.org/10.1016/j.compstruct.2018.11.085.
Al-Jaberi, Z., J. J. Myers, and M. A. Elgawady. 2018a. “Out-of-plane flexural behavior of reinforced masonry walls strengthened with near-surface-mounted fiber-reinforced polymer.” ACI Struct. J. 115 (4): 997–1010. https://doi.org/10.14359/51702227.
Al-Jaberi, Z., J. J. Myers, and M. A. Elgawady. 2018b. “Pseudo-static cyclic loading comparison of reinforced masonry walls strengthened with FRCM or NSM FRP.” Constr. Build. Mater. 167: 482–495. https://doi.org/10.1016/j.conbuildmat.2018.02.043.
ASTM. 2011. Standard test method for determination of wood fiber in asbestos cement. ASTM C1096. West Conshohocken, PA: ASTM.
ASTM. 2014a. Standard test method for bond strength of fiber-reinforced polymer matrix composite bars to concrete by pullout testing. ASTM D7913/D7913M. West Conshohocken, PA: ASTM.
ASTM. 2014b. Tensile properties of polymer matrix composite materials. ASTM D3039/D3039M. West Conshohocken, PA: ASTM.
ASTM. 2014c. Tensile test methods for plastics. ASTM D638. West Conshohocken, PA: ASTM.
ASTM. 2016b. Standard test method for compressive strength of hydraulic cement mortars [using 2-in. or (50-mm) cube specimens]. ASTM C109/C109M. West Conshohocken, PA: ASTM.
ASTM. 2016a. Standard test method for compressive strength of masonry prisms. ASTM C1314. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test methods and definitions for mechanical testing of steel products. ASTM A370. West Conshohocken, PA: ASTM.
Babaeidarabad, S., F. D. Caso, and A. Nanni. 2013. “Out-of-plane behavior of URM walls strengthened with fabric-reinforced cementitious matrix composite.” J. Compos. Constr. 18 (4): 04013057. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000457.
Barros, J. A., and R. Kotynia. 2008. “Possibilities and challenges of NSM for the flexural strengthening of RC structures.” In Proc., 4th Int. Conf. on FRP Composites in Civil Engineering (CICE’08). Kingston, ON, Canada: International Institute for FRP in Construction.
Branson, D. E. 1977. Deformation of concrete structures. New York: McGraw-Hill.
Butler, M., V. Mechtcherine, and S. Hempel. 2010. “Durability of textile reinforced concrete made with AR glass fibre: Effect of the matrix composition.” Mater. Struct. 43 (10): 1351–1368. https://doi.org/10.1617/s11527-010-9586-8.
Chajes, M. J., T. A. Thomson, T. F. Januszka, and W. W. Finch. 1994. “Flexural strengthening of concrete beams using externally bonded composite materials.” Constr. Build. Mater. 8 (3): 191–201. https://doi.org/10.1016/S0950-0618(09)90034-4.
China Association for Engineering Construction Standardization. 2003. Technical specification for strengthening concrete structure with carbon fiber reinforced polymer laminate. CECS-146. Beijing: China Planning Press.
Churilov, S., and E. Dumova-Jovanoska. 2012. “Experimental and analytical research of strengthening techniques for masonry.” Ph.D. thesis, Dept. of Civil Engineering, Faculty of Civil Engineering, Saints Cyril and Methodius Univ.
CNR (Consiglio Nazionale delle Ricerche). 2012. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. CNR-DT200 R1. Rome: CNR.
Concrete Society Committee. 2004. Design guidance for strengthening concrete structures using fibre composite materials. London: Concrete Society.
Corradi, M., A. I. Osofero, A. Borri, and G. Castori. 2015. “Strengthening of historic masonry structures with composite materials.” In Handbook of research on seismic assessment and rehabilitation of historic structures, 257–292. Hershey, PA: IGI Global.
Drysdale, R. G., and A. S. Essawy. 1988. “Out-of-plane bending of concrete block walls.” J. Struct. Eng. 114 (1): 121–133. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:1(121).
Ehsani, M., and H. Saadatmanesh. 1996. “Seismic retrofit of URM walls with fiber composites.” Masonry Soc. J. 14: 63–72.
El-Mihilmy, M. T., and J. W. Tedesco. 2000. “Deflection of reinforced concrete beams strengthened with fiber-reinforced polymer (FRP) plates.” Struct. J. 97 (5): 679–688.
Elsanadedy, H., Y. Al-Salloum, Z. Al-Zaheri, S. Alsayed, and H. Abbas. 2016. “Behavior and design aspects of FRP-strengthened URM walls under out-of-plane loading.” J. Compos. Constr. 20 (6): 04016048. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000695.
Galati, N., G. Tumialan, and A. Nanni. 2006. “Strengthening with FRP bars of URM walls subject to out-of-plane loads.” Constr. Build. Mater. 20 (1–2): 101–110. https://doi.org/10.1016/j.conbuildmat.2005.06.047.
Hart, G., R. Englekirk, and W. Hong. 1988. “Structural component model of flexural walls.” In Proc., 4th Meeting of the Joint Technical Coordinating Committee on Masonry Research US–Japan Coordinated Earthquake Research Program. San Diego.
Hassanli, R., M. A. Elgawady, and J. E. Mills. 2015. “Experimental investigation of in-plane cyclic response of unbonded posttensioned masonry walls.” J. Struct. Eng. 142 (5): 04015171. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001450.
JSCE (Japan Society of Civil Engineers). 2001. Recommendations for the upgrading of concrete structures with use of continuous fiber sheet: Concrete engineering series 41. Tokyo: JSCE.
Kuzik, M. D., A. E. Elwi, and J. R. Cheng. 2003. “Cyclic flexure tests of masonry walls reinforced with glass fiber reinforced polymer sheets.” J. Compos. Constr. 7 (1): 20–30. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:1(20).
Lunn, D. S. 2009. “Behavior of infill masonry walls strengthened with FRP materials.” Ph.D. dissertation, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ.
Mosallam, A. S. 2007. “Out-of-plane flexural behavior of unreinforced red brick walls strengthened with FRP composites.” Composites Part B 38 (5–6): 559–574. https://doi.org/10.1016/j.compositesb.2006.07.019.
Mostofinejad, D., and E. Mahmoudabadi. 2010. “Grooving as alternative method of surface preparation to postpone debonding of FRP laminates in concrete beams.” J. Compos. Constr. 14 (6): 804–811. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000117.
MSJC (Masonry Standards Joint Committee). 2013. Building code requirements for masonry structures. ACI 530/ASCE 5/TMS 402. Longmont, CO: Masonry Society.
Priestley, M. N., F. Seible, and G. M. Calvi. 1996. Seismic design and retrofit of bridges. New York: Wiley.
Ritchie, P. A., D. A. Thomas, L.-W. Lu, and G. M. Connelly 1990. External reinforcement of concrete beams using fiber-reinforced plastics. Bethlehem, PA: Lehigh Univ.
Ross, C. A., D. M. Jerome, J. W. Tedesco, and M. L. Hughes. 1999. “Strengthening of reinforced concrete beams with externally bonded composite laminates.” Struct. J. 96 (2): 212–220.
Shen, B. 2014. “Fiber-reinforced polymer strengthened steel reinforced masonry wallettes in out-of-plane bending.” M.Sc. thesis, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ.
Shen, B., and R. Seracino 2014. “Fiber-reinforced polymer strengthened steel reinforced masonry wallettes in out-of-plane bending.” In Proc., of the 7th Int. Conf. on FRP Composites in Civil Engineering, CICE 2014. Kingston, ON, Canada: International Institute for FRP in Construction.
Tan, K. H., and M. Patoary. 2004. “Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcement.” J. Compos. Constr. 8 (1): 79–87. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:1(79).
Toutanji, H., and G. Ortiz. 2001. “The effect of surface preparation on the bond interface between FRP sheets and concrete members.” Compos. Struct. 53 (4): 457–462. https://doi.org/10.1016/S0263-8223(01)00057-5.
Triantafillou, T. C., and M. N. Fardis. 1997. “Strengthening of historic masonry structures with composite materials.” Mater. Struct. 30 (8): 486–496. https://doi.org/10.1007/BF02524777.
Tumialan, J. G., N. Galati, and A. Nanni. 2003. “FRP strengthening of URM walls subject to out-of-plane loads.” ACI Struct. J. 100 (3): 312–329.
Valluzzi, M. R., F. Da Porto, E. Garbin, and M. Panizza. 2014. “Out-of-plane behaviour of infill masonry panels strengthened with composite materials.” Mater. Struct. 47 (12): 2131–2145. https://doi.org/10.1617/s11527-014-0384-6.
Velazquez-Dimas, J. I., M. R. Ehsani, and H. Saadatmanesh. 2000. “Out-of-plane behavior of brick masonry walls strengthened with fiber composites.” ACI Struct. J. 97 (3): 377–387.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 23Issue 4August 2019

History

Received: Feb 26, 2018
Accepted: Nov 29, 2018
Published online: May 17, 2019
Published in print: Aug 1, 2019
Discussion open until: Oct 17, 2019

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Zuhair Al-Jaberi, M.ASCE [email protected]
Lecturer, Dept. of Civil Engineering, College of Engineering, Al-Nahrain Univ., Al-Jadriya, Baghdad 10072, Iraq. Email: [email protected]
Professor and Associate Dean, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 325 Butler-Carlton CE Hall, Rolla, MO 65409 (corresponding author). ORCID: https://orcid.org/0000-0001-5269-8218. Email: [email protected]
Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 324 Butler-Carlton CE Hall, Rolla, MO 65409. ORCID: https://orcid.org/0000-0001-6928-9875. Email: [email protected]

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