Out-of-Plane Behavior of URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite
Publication: Journal of Composites for Construction
Volume 18, Issue 4
Abstract
The use of unreinforced masonry (URM) walls is common practice in different types of construction, such as interior or exterior walls. URM walls are typically deficient in flexural capacity when subjected to out-of-plane loading caused by high wind pressure or earthquakes. Retrofitting masonry walls with novel materials, such as fiber-reinforced polymer (FRP) composites, has shown enhancement of the flexural capacity and pseudoductility. This study evaluates the feasibility of fabric-reinforced cementitious matrix (FRCM) as an alternative external strengthening technology to improve out-of-plane behavior of URM walls. This paper reports experimental results on flexural capacity of nine clay brick walls of which six were strengthened with two different amounts of FRCM, namely one and four reinforcement fabrics. Experimental evidence shows significant improvements in the structural performance in terms of flexural capacity and stiffness of the strengthened walls. An analysis, disregarding arching effect, is conducted, and its results are compared with the experimental database. From here, the design limits are discussed. Finally, experimental data from other research programs using FRP are reported to show that when flexural capacity is related to a calibrated reinforcement ratio, the two technologies are equivalent.
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Acknowledgments
The authors acknowledge the National Science Foundation (NSF) for the support provided to the Industry/University Center for Integration of Composites into Infrastructure (CICI) at the University of Miami under grant IIP-0933537 and its industrial member Ruredil S.p.A., San Donato Milanese, Italy. The authors also thank Titan America Inc., Medley, Florida, for their support to this project. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF.
References
AC434. (2013). “Acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems.” ICC-Evaluation Service, Whittier, CA.
Al-Salloum, Y. A., Elsanadedy, H. M., Alsayed, S. H., and Iqbal, R. A. (2012). “Experimental and numerical study for the shear strengthening of reinforced concrete beams using textile-reinforced mortar.” J. Compos. Constr., 74–90.
American Concrete Institute (ACI). (2010). “Guide for the design and construction of externally bonded fiber-reinforced polymer systems for strengthening unreinforced masonry structures.”, Farmington Hills, MI.
American Concrete Institute (ACI). (2013). “Design and construction guide of externally bonded FRCM systems for concrete and masonry repair and strengthening.”, Farmington Hills, MI.
Angel, R., Abrams, D. P., Shapiro, D., Uzarski, J., and Webster, M. (1994). “Behavior of reinforced concrete frames with masonry infills.”, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, Champaign, IL.
Arboleda, D., Loreto, G., De Luca, A., and Nanni, A. (2012). “Material characterization of fiber reinforced cementitious matrix (FRCM) composite laminates.” Proc., 10th Int. Symp. on Ferrocement and Thin Reinforced Cement Composite, H. W. Rivas, L. P. Seoane and I. G. Castro, eds., Havana, Cuba, 29–37.
ASTM. (2012a). “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens).”, West Conshohocken, PA.
ASTM. (2012b). “Standard test methods for compressive strength of masonry prisms.”, West Conshohocken, PA.
Babaeidarabad, S., De Caso, F., and Nanni, A. (2013). “URM walls strengthened with fabric-reinforced cementitious matrix (FRCM) composite subjected to diagonal compression.” J. Compos. Constr., 04013045.
Brandow, E. G., Ekwueme, G. C., and Hart, C. G. (2009). 2009 design of reinforced masonry structures, Concrete Masonry Association of California & Nevada, Citrus Heights, CA, 165–172.
D’Ambrisi, A., and Focacci, F. (2011). “Flexural strengthening of RC beams with cement based composites.” J. Compos. Constr., 707–720.
Faella, C., Martinelli, E., Nigro, E., and Paciello, S. (2004). “Experimental tests on masonry walls strengthened with an innovative C-FRP sheet.” Proc., 1st Int. Conf. on Innovative Mater. Technol. Constr. Restoration, 2, Liguori, Italy, 458–474.
Galati, N., Tumialan, J. G., and Nanni, A. (2005). “Strengthening with FRP bars of URM walls subject to out-of-plane loads.” Constr. Build. Mater., 20(1), 101–110.
Hrynyk, T., Galati, N., and Myers, J. J. (2007). “An analytical approach to predict out-of-plane behavior of FRP retrofitted masonry infill walls with arching action.” Proc., ACIC 07Advanced Composites in Construction 2nd–4th April 2007, Univ. of Bath, Bath, U.K.
Loreto, G., Leardini, L., Arboleda, D., and Nanni, A. (2013). “Performance of RC slab-type elements strengthened with fabric-reinforced-cementitious-matrix (FRCM) composites.” J. Compos. Constr., A4013003.
Masonry Standards Joint Committee (MSJC). (2011). Building code requirements for masonry structures (TMS 402-11/ACI 530-11/ASCE 5-11), The Masonry Society, American Concrete Institute, and ASCE, Boulder, CO, Farmington Hills, MI, and Reston, VA.
Ombres, L. (2011). “Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite material.” Compos. Struct., 94(1), 143–155.
Papanicolaou, C. G., Triantafillou, T. C., Papathanasiou, M., and Karlos, K. (2008). “Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: Out-of-plane cyclic loading.” Mater. Struct., 41(1), 143–157.
Parisi, F., Iovinella, A., Balsamo, A., Augenti, N., and Prota, A. (2013). “In-plane behavior of tuff masonry strengthened with inorganic matrix–grid composites.” Compos. B, 45(1), 1657–1666.
Prota, A., Marcari, G., Fabbrocino, G., Manfredi, G., and Aldea, C. (2006). “Experimental in-plane behavior of tuff masonry strengthened with cementitious matrix-grid composites.” J. Compos. Constr., 223–233.
Triantafillou, T. C., and Papanicolaou, C. G. (2006). “Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM).” Mater. Struct., 39(1), 93–103.
Tumialan, J. G., Galati, N., and Nanni, A. (2003). “Fiber-reinforced polymer strengthening of unreinforced masonry walls subject to out-of-plane loads.” ACI Struct. J., 100(3), 312–329.
Turco, V., Valluzzi, M. R., Modena, C., and Nanni, A. (2003). “Out-of-plane behavior of URM walls strengthened with GFRP bars.” Int. Conf. Struct. Faults + Repair 2003, Engineering Technics Press, Edinburgh, U.K., 12.
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© 2013 American Society of Civil Engineers.
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Received: Jul 22, 2013
Accepted: Nov 12, 2013
Published online: Dec 20, 2013
Discussion open until: May 20, 2014
Published in print: Aug 1, 2014
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