Shape Design Enhancement of Pultruded FRP Profiles for Structures Ancillary to Masonry Constructions

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The historical building heritage, monumental, civil and industrial has highlighted, especially in the last decade, the high vulnerability with respect to horizontal actions. The need to design stable and strong structural systems with respect to the stresses acting in various directions has oriented research to develop lightweight technologies for structural systems, independent or ancillary, with reduced mass to mitigate the consequent applied load. In this scenario all-FRP (Fiber Reinforced Polymers) systems can be a valid alternative for new constructions and / or structural reinforcement. The scenario described above, highlights the importance of developing innovative technologies suitable for the functional and structural improvement of the existing buildings. It is necessary to define an innovative approach aimed at identifying an ad-hoc profile for the FRP pultruded profiles (currently referring to the steel shapes), which allows to capitalize the performance capabilities, limiting the main defects related to low shear stiffness of FRP pultruded material. This research analyses how the shape enhancement of the cross sections, with shape redraw, allows to increase the structural performances of FRP pultruded profiles. Experimental data of previous research on buckling behaviour of different open cross section profiles, narrow and wide flanges, have been analysed and validated by numerical approach and compared with new strengthened shapes.

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83-88

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August 2019

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© 2019 Trans Tech Publications Ltd. All Rights Reserved

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[1] A. Iorfida, S. Verre, S. Candamano, L. Ombres, Tensile and direct shear responses of basalt-fibre reinforced mortar based materials. In: Mechtcherine V., Slowik V., Kabele P. (Eds) Strain-Hardening Cement-Based Composites. SHCC 2017. RILEM Bookseries, vol 15. Springer, Dordrecht, (2018).

DOI: 10.1007/978-94-024-1194-2_63

Google Scholar

[2] L.C. Bank, Composites for construction-structural design with FRP materials, John Wiley & Sons, NJ, (2006).

Google Scholar

[3] E. Barbero, J. Tomblin, A phenomenological design equation for FRP columns with interaction between local and global buckling, Thin-Walled Struct. 18(2) (1994) 117-131.

DOI: 10.1016/0263-8231(94)90013-2

Google Scholar

[4] M. Pecce, E. Cosenza, Local buckling curves for the design of FRP profiles, Thin-Walled Struct. 37(3) (2000) 207–222.

DOI: 10.1016/s0263-8231(00)00023-9

Google Scholar

[5] D.C. Cardoso, K.A. Harries, E. de M. Batista, Compressive local buckling of pultruded GFRP I-Sections: Development and numerical/experimental evaluation of an explicit equation, J. Compos. Constr. 19(2) (2015) 1-12.

DOI: 10.1061/(asce)cc.1943-5614.0000501

Google Scholar

[6] D.C. Cardoso, K.A. Harries, E. de M. Batista, Compressive strength equation for GFRP square tube columns, Compos. Part B: Eng. 59 (2014) 1-11.

DOI: 10.1016/j.compositesb.2013.10.057

Google Scholar

[7] CEN TC250 WG4L, Ascione, J-F. Caron, P. Godonou, K. van IJselmuijden, J. Knippers, T. Mottram, M. Oppe, M. Gantriis Sorensen, J. Taby, L. Tromp.  Editors: L.Ascione, E. Gutierrez, S. Dimova, A. Pinto, S. Denton. Prospect for New Guidance in the Design of FRP,, Support to the implementation and further development of the Eurocodes, JRC Science and Policy Report JRC99714, EUR 27666 EN, European Union, Luxembourg, (2016), p.171.  ISBN 978-92-79-54225-1.

Google Scholar

[8] G. Boscato, S. Ientile, Experimental and numerical investigation on dynamic properties of thin-walled GFRP buckled columns, Compos. Struct. 189 (2018) 273-285.

DOI: 10.1016/j.compstruct.2018.01.061

Google Scholar

[9] L.P. Kollar, Local buckling of fiber reinforced plastic composite structural members with open and closed cross section, J. Struct. Eng. 129 (2003) 1503-1513.

DOI: 10.1061/(asce)0733-9445(2003)129:11(1503)

Google Scholar

[10] G. Tarjan, A. Sapkas, L.P. Kollar, Local web buckling of composite (FRP) beams, J. Reinf. Plast. Compos. 29(10) (2010) 1451-1462.

Google Scholar

[11] G. Tarjan, A. Sapkas, L.P. Kollar, Stability analysis of long composite plates with restrained edges subjected to shear and linearly varying loads, J. Reinf. Plast. Compos. 29(9) (2010) 1386-1398.

DOI: 10.1177/0731684409105078

Google Scholar

[12] S. Russo, Buckling of GFRP pultruded columns. Proc., Composite in Construction, Porto, Portugal, (2001) 113–118.

Google Scholar

[13] A. Cecchi, R. Di Marco, Glass fiber reinforced polymer pultruded members: constitutive model and stability analysis, J. Eng. Mech. 130(8) (2004) 961-970.

DOI: 10.1061/(asce)0733-9399(2004)130:8(961)

Google Scholar

[14] http://www.strand7.com/html/linearbuckling.htm.

Google Scholar