Analytical Modeling of Composite-to-Masonry Prisms Bond

Marialaura Malena; Gianmarco de Felice

doi:10.4028/www.scientific.net/KEM.624.567

Paper Titles

Application of Acoustic Emission Technique for Bond Characterization in FRP-Masonry Systems
p.534

Artificial Ageing of Mortar Prisms Reinforced through Steel, Glass and Organic Fibres
p.542

Confinement Effectiveness in Eccentrically Loaded Masonry Columns Strengthened by Fiber Reinforced Cementitious Matrix (FRCM) Jackets
p.551

Experimental Study on Masonry Panels Strengthened by GFRP: The Role of Inclination between Mortar Joints and GFRP Sheets
p.559

Analytical Modeling of Composite-to-Masonry Prisms Bond
p.567

The Effects of Mortar Joints on the Efficiency of Anchored CFRP Sheets Reinforcements of Brick-Masonry
p.575

Dry Masonry Strenghtening through Basalt Fibre Ropes: Experimental Results against Out-of-Plane Actions
p.584

Crack Propagation in Compression and Mounted Arrestors
p.595

FRP Strengthening of Masonry Columns: Experimental Tests and Theoretical Analysis
p.603

HomeKey Engineering MaterialsKey Engineering Materials Vol. 624Analytical Modeling of Composite-to-Masonry Prisms...

Analytical Modeling of Composite-to-Masonry Prisms Bond

Abstract:

The composite-to-substrate interfacial stresses transfer mechanism is one of the critical issues in externally-bonded structural strengthening by means of composite fabrics. In this work, an analytical approach for modeling the debonding process of a composite on a non-homogeneous substrate is developed and applied to simulate the loss of bond of FRP on brick masonry. The analytical formulation is based on the experimental outcomes of bond shear tests, which are part of a Round Robin activity involving several laboratories. The experimental work is the follow up of a previous one [1], and comprises 12 single-lap shear tests of four kinds of unidirectional reinforcement, i.e., glass, carbon, basalt and steel, applied with epoxy resin to masonry prisms composed by five clay bricks and four mortar joints. The analytical simulations of the experimental tests rely upon a bi-linear non-homogeneous bond-slip law that was calibrated using the experimental population. Eventually, the analytical results are compared to experimental ones both, in terms of global (load to displacement curve) and local behavior (strain profile on the reinforcement for increasing load values).

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Periodical:

Key Engineering Materials (Volume 624)

Pages:

567-574

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.624.567

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Online since:

September 2014

Authors:

Marialaura Malena*, Gianmarco de Felice

Keywords:

Analytical Modeling, Bond, Masonry Prism

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References

[1] M.R. Valluzzi, D.V. Oliveira, A. Caratelli, G. Castori, M. Corradi, G. de Felice, et al. Round robin test for composite-to-brick shear bond characterization. Material and Structures 45(12): 1761–91 (2012).

DOI: 10.1617/s11527-012-9883-5

Google Scholar

[2] M.A. Aiello, S.M. Sciolti. Bod analysis of masonry structures strengtened with CFRP sheets. Construction and Building Materials 20: 90–100 (2006).

DOI: 10.1016/j.conbuildmat.2005.06.040

Google Scholar

[3] R. Capozucca. Experimental FRP/SRP-historic masonry delamination. Composite and Structures 92: 891–903 (2010).

DOI: 10.1016/j.compstruct.2009.09.029

Google Scholar

[4] E. Grande, M. Imbimbo, E. Sacco. Bond behaviour of CFRP laminates glued on clay bricks: experimental and numerical study. Composites: Part B 42: 330–40 (2011).

DOI: 10.1016/j.compositesb.2010.09.020

Google Scholar

[5] C. Carloni, V. Subramaniam. FRP-masonry debonding: numerical and experimental study of the role of mortar joints. Journal for Composites for constructions16: 581–9 (2012).

DOI: 10.1061/(asce)cc.1943-5614.0000282

Google Scholar

[6] D.V. Oliveira, I. Basilio, P.B. Lourenco PB. Experimental bond behavior of FRP sheets glued on brick masonry. Journal for Composites for constructions15: 32–41(2011).

DOI: 10.1061/(asce)cc.1943-5614.0000147

Google Scholar

[7] P. Carrara, D. Ferretti, F. Freddi. Debonding behavior of ancient masonry elements strengthened with CFRP sheets. Composites: Part B 45: 800–810 (2013).

DOI: 10.1016/j.compositesb.2012.04.029

Google Scholar

[8] H. Yuan, J.G. Teng, Z.S. Seracino, J. Yao. Full-range behavior of FRP-to-concrete bonded joints. Engineering and Structures 26: 553–65 (2004).

DOI: 10.1016/j.engstruct.2003.11.006

Google Scholar

[9] R. S. Olivito, P. Stumpo, A. Tralli. Stress distribution in F.R.P. reinforced brick works. Int. Conf. Composites in Construction (CCC 2001-Balkema ed. ), pp.595-600, Porto, (2001).

Google Scholar

[10] F. Ceroni, G. de Felice, M. Leone, G. P. Lignola, M. Malena, C. Mazzotti, M. Panizza, M. R. Valluzzi. Experimental characterization of composite-to-brick masonry shear bond. Submitted.

DOI: 10.1617/s11527-015-0669-4

Google Scholar

[11] M. Malena, G. de Felice. Debonding of composites on a curved masonry substrate: Experimental results and analytical formulation. Composite and Structures 112: 194-206 (2014).

DOI: 10.1016/j.compstruct.2014.02.004

Google Scholar

[12] F. Ceroni, G. de Felice, E. Grande, M. Malena, C. Mazzotti, F. Murgo, E. Sacco, M.R. Valluzzi. Analytical and numerical modeling of composite-to-brick bond. Accepted for publication on Materials and Structures.

DOI: 10.1617/s11527-014-0382-8

Google Scholar

[13] CNR-DT 200/R1. Guide for the design and costruction of externally bonded FRP systems for strengthening existing structures, (2012).

Google Scholar

[14] R. Fedele, G. Milani. Three-dimensional effects induced by FRP-from-masonry delamination. Composite and Structures 93: 1819-1831 (2011).

DOI: 10.1016/j.compstruct.2011.01.022

Google Scholar