Model's Calibration for Masonry Reinforced with FRP Mesh-Bars

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Abstract:

The paper presents some considerations on the reliability of the available formulas to determine the shear strength of masonry reinforced with FRP (fibre reinforced polymer) material. In detail the outcomes of a model related to the Eurocode 6 is prepared in presence of not usual shear reinforcement as FRP mesh bars jointed to ten surface masonry through steel joints. The model considers the basic contribution due to the masonry material and then add the contribution related to the presence of a material as carbon bars that is characterized by higher behaviour in term of stiffness.

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Advanced Materials Research (Volumes 919-921)

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421-425

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] C. Casalegno, A. Cecchi, E. Reccia, S. Russo (2013).

Google Scholar

[2] G. Boscato, A. Dal Cin, S. Russo, F. Sciarretta (2014). SHM of Historic Damaged Churches. Advanced Materials Research , 838-841, p.2071-(2078).

DOI: 10.4028/www.scientific.net/amr.838-841.2071

Google Scholar

[3] G. Boscato, G. Riva, S. Russo, F. Sciarretta (2011).

Google Scholar

[4] S. Russo (2012), Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy, in ENGINEERING STRUCTURES, ISSN: 0141-0296, doi: 10. 1016/j. engstruct. 2012. 07. 032.

DOI: 10.1016/j.engstruct.2012.07.032

Google Scholar

[5] Boscato G., Russo S. (2009), Free Vibration of Pultruded FRP elements: Mechanical Characterization, Analysis and Applications, Journal of Composites for Construction ASCE, Vol. 13, N. 6, 2009, pp.565-574.

DOI: 10.1061/(asce)1090-0268(2009)13:6(565)

Google Scholar

[6] Boscato G, Casalegno C, Russo S and Mottram JT. Buckling of Built-Up Columns of Pultruded Fiber-Reinforced Polymer C-Sections. J Compos Constr 2013, 10. 1061/(ASCE)CC. 1943-5614. 0000453.

DOI: 10.1061/(asce)cc.1943-5614.0000453

Google Scholar

[7] Boscato, G., Russo, S. (2013), Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints, Mechanics of Composite Materials 48 (6) , pp.655-668.

DOI: 10.1007/s11029-013-9310-1

Google Scholar

[8] Boscato G., Russo S. (2008).

Google Scholar

[9] S. Russo (2012). Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration, in COMPOSITE STRUCTURES, vol. 94, pp.1097-1105, ISSN: 0263-8223, doi: 10. 1016/j. compstruct. 2011. 10. 003.

DOI: 10.1016/j.compstruct.2011.10.003

Google Scholar

[10] S. Russo (2012), On the monitoring of historic Anime Sante church damaged by earthquake in L'Aquila, in STRUCTURAL CONTROL AND HEALTH MONITORING, ISSN: 1545-2263, doi: 10. 1002/stc. 1531.

DOI: 10.1002/stc.1531

Google Scholar

[11] Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy, Milani, G., Russo, S., Pizzolato, M., Tralli, A., 2012, Open Civil Engineering Journal 6 (SPEC. ISS. 1) , pp.131-147.

DOI: 10.2174/1874149501206010131

Google Scholar

[12] G. Boscato, D. Rocchi, S. Russo (2012).

Google Scholar

[13] G. Boscato, M. Pizzolato, S. Russo, A. Tralli (2012), Seismic Behaviour of a Complex Historical Church in L'Aquila, in INTERNATIONAL JOURNAL OF ARCHITECTURAL, ISSN: 1558-3066, doi: 10. 1080/15583058. 2012. 736013.

DOI: 10.1080/15583058.2012.736013

Google Scholar

[14] S. Russo, F. Sciarretta (2013), Masonry exposed to high temperatures: mechanical behaviour and properties - An overview, in FIRE SAFETY JOURNAL 2012, DOI: 10. 1016/j. firesaf. 2012. 10. 001.

DOI: 10.1016/j.firesaf.2012.10.001

Google Scholar

[15] S. Russo, F. Sciarretta (2012), Experimental and Theoretical Investigation on Masonry after High Temperature Exposure, in EXPERIMENTAL MECHANICS, vol. 52, pp.341-359, ISSN: 0014-4851, doi: 10. 1007/s11340-011-9493-0.

DOI: 10.1007/s11340-011-9493-0

Google Scholar

[16] S. Russo (2005). Effect of FRP Mesh Rebar on the Shear Strength of Masonry. MASONRY INTERNATIONAL, vol. 18, pp.1-10, ISSN: 0950-228.

Google Scholar

[17] Triantafillou T.C., Strengthening of masonry structures using epoxy-bonded FRP laminates, Journal Composites for Constructions, ASCE, 1998, pp.96-104.S. Russo, F. Sciarretta (2012).

DOI: 10.1061/(asce)1090-0268(1998)2:2(96)

Google Scholar