Preliminary Numerical Analysis of a Masonry Panel Reinforced with Pultruded GFRP Profiles

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The peculiarities of pultruded FRP profiles, i.e. low mass, durability and ease of construction, make them suitable for retrofitting traditional masonry structures, particularly in seismic areas. This could represent an effective solution, not yet sufficiently explored, that allows for non-invasive and reversible interventions, which improve the structural performance with a very small structural mass addition. The paper presents a FEM study on a hypothesis of retrofit of a traditional masonry building with pultruded FRP frame, adjacent to the masonry structure and connected to it with mechanical fasteners. The results appear promising and enlighten much increased in-plane strength and stiffness, as well as the change of the masonry failure mode into a more dissipative one.

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20-25

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July 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. Boscato, A. Dal Cin and S. Russo, Dynamic Identification of All-FRP Pultruded Structures, Int. J. Eng. Techn. 7 (2015), 81-85.

DOI: 10.7763/ijet.2015.v7.771

Google Scholar

[2] S. Russo, G. Boscato and C. Casalegno, Performance of built-up columns made by pultruded FRP material. Compos Struct 121 (2015), 46-63.

DOI: 10.1016/j.compstruct.2014.11.022

Google Scholar

[3] G. Boscato and S. Russo, Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications. J. Compos. Constr. 13 (2009).

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

Google Scholar

[4] L. C. Hollaway, A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties. Constr. Build. Mater. 24, (2010), 2419–2445.

DOI: 10.1016/j.conbuildmat.2010.04.062

Google Scholar

[5] G. Boscato, A. Dal Cin and S. Russo, Collapse Mechanisms due to Earthquake in the Structural Typologies of Historic Constructions: The Case of Mirandola. Key Eng. Mater. 624 (2014), 59-65.

DOI: 10.4028/www.scientific.net/kem.624.59

Google Scholar

[6] G. Di Giulio, M. Vassallo, G. Boscato, A. Dal Cin and S. Russo, Seismic monitoring by piezoelectric accelerometers of a damaged historical monument in downtown L'Aquila. Ann. Geoph. 57 (2014).

DOI: 10.4401/ag-6671

Google Scholar

[7] S. Russo and F. Sciarretta, Experimental and Theoretical Investigation on Masonry after High Temperature Exposure, Exp. Mech., 52 (2012), 341-359.

DOI: 10.1007/s11340-011-9493-0

Google Scholar

[8] G. Boscato, A. Dal Cin, S. Russo and F. Sciarretta (2014). SHM of Historic Damaged Churches. Adv. Mater. Res. 838-841 (2014), 2071-(2078).

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

Google Scholar

[9] F. M. Mazzolani, M. Ivanyi (eds. ): Refurbishment of buildings and bridges (Springer Science & Business Media, 2002).

Google Scholar

[10] IABSE, Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures, Struct. Eng. Doc., 12 (2010).

Google Scholar

[11] L. Jurina, Il consolidamento strutturale della Torre S. Dalmazio a Pavia, XV Convegno Nazionale CTA, Riva del Garda, 1995 (in Italian).

Google Scholar

[12] A.R.K. Boroujeni, Evaluation of FRP (fiberglass reinforced plastic) and RC cooling tower. Journal of Mechanical Engineering Research Vol. 3(5), pp.152-156, (2011).

Google Scholar

[13] I. Nishizaki, N. Takeda, Y. Ishizuka and T. Shimomura, A Case Study of Life Cycle Cost based on a Real FRP Bridge, in: Third International Conference on FRP Composites in Civil Engineering (CICE 2006), December 13-15 2006, Miami, Florida, USA.

DOI: 10.1201/9780203970850.ch104

Google Scholar

[14] G. Boscato and S. Russo, Dissipative capacity on FRP spatial pultruded structure. Compos. Structures 113: 339–353. DOI: 10. 1016/j. compstruct. 2014. 03. 036.

DOI: 10.1016/j.compstruct.2014.03.036

Google Scholar

[15] A. Borri and A. Giannantoni, Elementi pultrusi in FRP: il rinforzo di solai lignei, L'edilizia, 134 (2004), 52-57.

Google Scholar

[16] G. Boscato and S. Russo, Structural performance of iron-wood-FRP pedestrian bridge, in: Fourth International Conference on FRP Composites in Civil Engineering (CICE2008), 22-24July 2008, Zurich, Switzerland.

Google Scholar

[17] Ministry of Infrastructures, Istruzioni per l'applicazione delle Nuove norme tecniche per le costruzioni» di cui al decreto ministeriale 14 gennaio 2008. Circular Letter n° 617 (2009).

Google Scholar