Experimental Investigation on Shear-Reinforced Masonry Sample with FRP Bars

Giosuè Boscato

doi:10.4028/www.scientific.net/AMR.919-921.411

Paper Titles

Ubiquitous Sensor Network for Construction Site Monitoring
p.388

Research on the Environmental Effects of GB-SAR for Dam Monitoring
p.392

A New Reinforcement Measure Suited for Space Truss with No-Fire Operation
p.401

Experimental Investigation on Axial Compressive Behavior of Masonry Column Strengthened by SGFRP
p.406

Experimental Investigation on Shear-Reinforced Masonry Sample with FRP Bars
p.411

Experimental Study on the Bonding Behavior of GFRP-to-Brick Interface
p.416

Model's Calibration for Masonry Reinforced with FRP Mesh-Bars
p.421

Reinforcement Planning Decision of Old Bridge Based on TOPSIS-AHP Method
p.426

Review of the Study on the FRP Strengthened Masonry Walls
p.430

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Experimental Investigation on Shear-Reinforced...

Experimental Investigation on Shear-Reinforced Masonry Sample with FRP Bars

Abstract:

The paper presents some considerations on the experimental tests already carried out on a kind of shear reinforcement of masonry not yet still employed. Indeed that is the use of FRP (fibre reinforced polymer) mesh rebar externally connected to the masonry samples through steel joints to improve their shear performances. The study try to learn final information about the design with this kind of shear reinforcement optimizing the very large experimental investigation on masonry sample subjected to shear diagonal test

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

411-415

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.411

Citation:

Cite this paper

Online since:

April 2014

Authors:

Giosuè Boscato*

Keywords:

FRP Bars, Reinforced Masonry, Shear Failure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Russo, S. 2012, Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy, Engineering Structures, 46, 2013, 130– 139 [DOI 10. 1016/j. engstruct. 2012. 07. 032.

DOI: 10.1016/j.engstruct.2012.07.032

Google Scholar

[2] 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

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

DOI: 10.2174/1874149501206010131

Google Scholar

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

Google Scholar

[5] 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

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

Google Scholar

[7] 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

[8] 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

[9] 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

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

Google Scholar

[11] 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

[12] 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

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

Google Scholar

[14] 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