Tensile Behaviour and Durability of Mortar-Based Strengthening Systems with Glass-Aramid Textiles

Article Preview

Abstract:

Mortar-based composite materials are currently receiving great attention for strengthening masonry structures, especially when specific preservation criteria need to be fulfilled. Their mechanical properties and durability, however, still need to be fully investigated. An experimental campaign has been carried out to characterize the tensile behaviour of composite strengthening systems comprising glass-aramid textiles. First, textile specimens comprising either E-glass or AR-glass have been aged in alkaline environment, for different durations up to 1000 hours, and tested under tension to investigate their durability. Then, composite specimens have been manufactured with the AR-glass-aramid mesh and four different mortar matrices, ranging from strong mineral and cement mortars, to weak hydraulic lime mortars. Strength and stiffness, failure mode and response stages under tension have been identified and compared to those of the dry textiles to investigate the contribution provided by the matrix and derive design parameters for various field applications.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

346-353

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] S. De Santis, G. de Felice, Tensile behaviour of mortar-based composites for externally bonded reinforcement of masonry. Submitted to Compos. B-Eng. (2014).

DOI: 10.1016/j.compositesb.2014.09.011

Google Scholar

[2] A. D'Ambrisi, L. Feo, F. Focacci, Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry, Compos. B-Eng. 46 (2013) 15-20.

DOI: 10.1016/j.compositesb.2012.10.018

Google Scholar

[3] G. de Felice, S. De Santis, L. Garmendia, B. Ghiassi, P. Larrinaga, P.B. Lourenço, D.V. Oliveira, F. Paolacci, C.G. Papanicolaou, Mortar-based systems for externally bonded strengthening of masonry. Mater. Struct. (2014). To appear.

DOI: 10.1617/s11527-014-0360-1

Google Scholar

[4] F. Parisi, I. Iovinella, A. Balsamo, N. Augenti, A. Prota, In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites, Compos. B-Eng. 45 (2013) 1657-1666.

DOI: 10.1016/j.compositesb.2012.09.068

Google Scholar

[5] M.R. Valluzzi, C. Modena, G. de Felice, Current practice and open issues in strengthening historical buildings with composites, Mater. Struct. (2014). To appear.

DOI: 10.1617/s11527-014-0359-7

Google Scholar

[6] A. Borri, G. Castori, M. Corradi, Shear behavior of masonry panels strengthened by high strength steel cords, Constr. Build. Mater. 25 (2011) 494-503.

DOI: 10.1016/j.conbuildmat.2010.05.014

Google Scholar

[7] T.C. Triantafillou, C.G. Papanicolaou, Innovative applications of textile-based composites in strengthening and seismic retrofitting as well as in the prefabrication of new structures, Adv. Mater. Res. 639-640 (2013) 26-41.

DOI: 10.4028/www.scientific.net/amr.639-640.26

Google Scholar

[8] CNR-DT 200 R1/2012. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures. Italian Research Council, Italy (2012).

Google Scholar

[9] AC434. Proposed acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems. ICC-Evaluation Service, Whittier, CA (2013).

DOI: 10.14359/51702356

Google Scholar

[10] I.G. Colombo, A. Magri, G. Zani, M. Colombo, M. di Prisco, Textile Reinforced Concrete: experimental investigation on design parameters, Mater. Struct. 46 (2013) 1933-(1951).

DOI: 10.1617/s11527-013-0017-5

Google Scholar

[11] A. Paul, Chemical durability of glasses: a thermodynamic approach, J. Mater. Sci. 12 (1977) 2246-2268.

DOI: 10.1007/bf00552247

Google Scholar

[12] A.J. Majumdar, J.M. West, L.J. Larner, Properties of glass fibres in cement environment. J. Mater. Sci. 12 (1977) 927-936.

DOI: 10.1007/bf00540975

Google Scholar

[13] W. Brameshuber (ed) Textile reinforced concrete. State-of-the-Art Report of RILEM Technical Committee 201-TRC, RILEM Report 36, RILEM Publications S.A.R.L. (2006).

DOI: 10.1617/2351580087.00a

Google Scholar

[14] J. Orlowsky, M. Raupach, Modelling the loss in strength of AR-glass fibres in textile-reinforced concrete. Mater. Struct. 39 (2006) 635-643.

DOI: 10.1617/s11527-006-9100-5

Google Scholar

[15] U. Häußler-Combe, J. Hartig, Bond and failure mechanisms of textile reinforced concrete (TRC) under uniaxial tensile loading, Cem. Concr. Compos. 29 (2007) 279-289.

DOI: 10.1016/j.cemconcomp.2006.12.012

Google Scholar

[16] B. Mobasher, A. Peled, J. Pahilajani, Distributed cracking and stiffness degradation in fabric-cement composites, Mater. Struct. 39 (2006) 317-331.

DOI: 10.1007/s11527-005-9005-8

Google Scholar