Experimental Study of Adhesion between FRCM and Masonry Support

Article Preview

Abstract:

The use of composites with cement matrix seems to acquire an increasing interest in applications to masonry structures, due to their low impact, and a deeper understanding of the mechanical interaction between support and reinforcement is certainly necessary. The effectiveness of these interventions strongly depends on the bond between strengthening material and masonry, on the fibers/matrix interface, as well as on the mechanical properties of the masonry substrate [1]. In this work the attention was focused on the possible improvement of the bond between FRCM and masonry by means of an inorganic primer, which can be spread on the ceramic support before the application of FRCM reinforcement. Two different kinds of brick were tested, in order to simulate more or less porous masonry supports. Results obtained showed that, independently on the kind of brick used (more or less porous) the presence of an inorganic primer always improves bond between masonry support and the cementitiuos matrix of FRCM. In fact, the cementitous matrix of FRCM has been studied and optimized in order to guarantee the best fibers/matrix interface, while it is not necessarily the best option for improving the adhesion with the masonry support. In particular, very effective seems to be the use of very fine inorganic particles (at nanometric scale), which proved to be able to assure the best results in terms of bond strength. Also the fresh consistence of the primer seemed to influence the final result.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

189-196

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Curbach, R. Ortlepp, TRC for Rehabilitation, in: W. Brameshuber (Ed. ), Textile Reinforced Concrete – State-of-the-Art Report of RILEM TC 201-TRC, RILEM Report 36, RILEM Publications S.A.R.L., Bagneux (France), 2006, pp.221-236.

DOI: 10.1617/2351580087.037

Google Scholar

[2] American Concrete Institute (ACI) Committee 440. Report on fiber-reinforced polymer (FRP) reinforcement for concrete structures – ACI 440R-07. Farmington Hills (MI): ACI; (2007).

DOI: 10.14359/51682411

Google Scholar

[3] L.A. Bisby, M.F. Green, V.K.R. Kodur, Response to fire of concrete structures that incorporate FRP, Prog Struct Eng Mater, 7 (3) (2005), p.136–149.

DOI: 10.1002/pse.198

Google Scholar

[4] Foden A, Lyon R, Balaguru P, Davidovitz J. High temperature inorganic resin for use in fiber reinforced composites. In: Saadatmanesh H, Ehsani MR, editors. Proceedings of the 1st international conference on composites in infrastructures, Tucson, AZ, January 15–17, 1996. p.166.

Google Scholar

[5] K.E.P. Van Balen, S. Ercan, C.T. Patricio, Compatibility and retreatability versus reversibility: a case study at the late hellenistic nymphaeum of Sagalassos (Turkey) L.B. Sickels-Taves (Ed. ), The use of and need for preservation standards in architectural conservation – ASTM STP 1355, American Society for Testing and Materials, West Conshohocken (PA) (1999).

DOI: 10.1520/stp14185s

Google Scholar

[6] Civil Engineering Research Foundation (CERF). Gap analysis for durability of fiber reinforced polymer composites in civil infrastructure. New York (NY): American Society of Civil Engineers; (2001).

Google Scholar

[7] Burgoyne C. Fibre reinforced polymers – strengths, weaknesses, opportunities and threats. In: Oehlers D, Griffith M, Seracino R, editors. Proceedings of the 9th international symposium on fiber reinforced polymer reinforcement for concrete structures (FRPRCS-9), Sydney, Australia, 13–15 July (2009).

Google Scholar

[8] Hammond GP, Jones CI. Inventory of carbon & energy (ICE), version V1. 6a. Bath, UK: Sustainable Energy Research Team, Department of Mechanical Engineering, University of Bath; (2008).

Google Scholar

[9] De Caso y Basalo FJ, Nanni A, James JP. Qualitative and quantitative environmental impact analysis of BFRC vs GFRP: green building construction rehabilitation systems. In: Engineering sustainability conference. Pittsburgh (PA), April 19–21, (2009).

Google Scholar

[10] UNI EN 1015–19. Methods of test for mortar for masonry. Determination of flexural and compressive strength of hardened mortar; (1999).

DOI: 10.3403/01905442

Google Scholar

[11] Papakonstantinou C, Balaguru P. Bond characteristics and structural behavior of inorganic polymer FRP. In: Measuring, monitoring and modeling concrete properties. Dordrecht, Netherlands: Springer Netherlands; 2006. p.735–41.

DOI: 10.1007/978-1-4020-5104-3_89

Google Scholar

[12] UNI EN 1015–3. Methods of test for mortar for masonry. Determination of consistence of fresh mortar (by flow table); (1999).

DOI: 10.3403/01541440

Google Scholar

[13] UNI EN 1015–11. Methods of test for mortar for masonry. Determination of flexural and compressive strength of hardened mortar; (1999).

DOI: 10.3403/01905442

Google Scholar

[14] UNI EN 1015–19. Methods of test for mortar for masonry. Determination of water vapour permeability of hardened rendering and plastering mortars; (2000).

DOI: 10.3403/01541425u

Google Scholar

[15] UNI EN 1015–18. Methods of test for mortar for masonry. Determination of water absorption coefficient due to capillary action of hardened mortar; (2004).

DOI: 10.3403/02720093u

Google Scholar

[16] UNI EN 1052–3. Methods of test for masonry. Part 3: determination of initial shear strength; (2003).

Google Scholar

[17] V. Corinaldesi, Environmentally-friendly bedding mortars for repair of historical buildings, Constr Build Mater 35 (2012) 778-78.

DOI: 10.1016/j.conbuildmat.2012.04.131

Google Scholar

[18] V. Corinaldesi, G. Moriconi, Behaviour of cementitious mortars containing different kinds of recycled aggregate, Constr Build Mater 23(1) (2009) 289-294.

DOI: 10.1016/j.conbuildmat.2007.12.006

Google Scholar

[19] V. Corinaldesi, Mechanical behaviour of masonry assemblages manufactured with recycled-aggregate mortars, Cem Concr Comp 31(7) (2009) 505–510.

DOI: 10.1016/j.cemconcomp.2009.05.003

Google Scholar