Structural Performance of a New Column’s Prototype Made by FRP Pultruded Material and Light Concrete

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This investigation presents some evaluation based on the experimental and numerical results obtained on the compression bearing capacity of new columns prototype made by FRP (Fibre Reinforced Polymer) material and concrete. In detail that is the junction due to the assembly between hollow FRP profiles made by pultrusion process with glass fibres and thermosetting matrix vinylestere, and very light concrete casting inside. To better understand the eventually influence related to the hollow shape employed, the study consider both the case of circular and square profile. Due to the novel of the research, a not negligible part of the research is dedicated to test previous the separate material, that is the plane concrete and the hollow GFRP profile, and then the prototype (concrete+GFRP) also considering two different way of load application. Particularly we applied in the first case the load to only the core of the sample, on the plane concrete, and then to the total cross section. This choice allows to evaluate the role and the influence of the bond strength along the length of each sample.

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468-472

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Creazza, G., Russo, S., (2001) Crack width evaluation in FRP reinforced concrete members. Materials and Structures 34 (236), pp.119-125.

DOI: 10.1007/bf02481561

Google Scholar

[2] Creazza, G., Russo, S., A new model for predicting crack width with different percentages of reinforcement and concrete strength classes"'Materials and Structures, Vol. 32 (221), August September 1999, pp.520-524. Russo S., con.

DOI: 10.1007/bf02481636

Google Scholar

[3] Minuzzo S., Russo S. On structural behaviour of GFRP-concrete elements subjected to axial load, 2nd Int. Spec. Conf. on The conceptual approach to structural design, 1-2 July 2003, Milan, Italy.

Google Scholar

[4] Di Tommaso A., Russo S. (2003), Shape influence in buckling of GFRP pultruded columns, in Mechanics of composite materials, vol. 39/4, pp.329-340, ISSN: 0191-5665, doi: 10. 1023/A: 1025694427941.

DOI: 10.1023/a:1025694427941

Google Scholar

[5] Boscato G., Casalegno C., Russo S., Mottram J.T. (2013). Buckling of GFRP pultruded built-up columns. Advanced composites in construction, ACIC 2013 - Conference Proceedings, pp.178-189.

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

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. (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

[8] Boscato G., Mottram J.T., Russo S. (2011), Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers, in Journal of composites for construction ISSN: 1090-0268, doi: 10. 1061/(ASCE)CC. 1943-5614. 0000231.

DOI: 10.1061/(asce)cc.1943-5614.0000231

Google Scholar

[9] Russo S. and Silvestri M., Perspectives of employment of pultruded FRP structural elements in seismic engineering field, Seismic Eng. Int. Conf. Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA08, Reggio Calabria, July 8-11, 2008, pp.1103-1112.

DOI: 10.1063/1.2963728

Google Scholar

[10] Russo S., Adilardi A. (2010).

Google Scholar

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

Google Scholar

[12] 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

[13] Russo S., Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration, Composite Structures, 2011. doi: 10. 1016/j. compstruct. 2011. 10. 003.

DOI: 10.1016/j.compstruct.2011.10.003

Google Scholar

[14] Russo S. (2013), Damage assessment of GFRP pultruded structural elements, in Composite Structures, ISSN: 0263-8223 , doi: 10. 1016/j. compstruct. 2012. 09. 014.

DOI: 10.1016/j.compstruct.2012.09.014

Google Scholar