Pilot study on the experimental behavior of GFRP-steel slip-critical connections

Author:

Feo Luciano,Latour Massimo,Penna Rosa,Rizzano Gianvittorio

Funder

Laboratories University Network of Seismic Engineering

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference53 articles.

1. Bank LC, Mosallam AS. Performance of Pultruded FRP Beam to Column Connections, Proceedings, Structure Congress'91, Edt. T. Williamson, The 9thASCE Structures Congress, ASCE, Indianapolis, Indiana, April 29-May 1, 1990, 389–392.

2. Bank LC, Mosallam AS, and Gonsior HE. Beam-to-Column Connections for Pultruded FRP Structures, Proceedings, ASCE Materials Congress, Denver, Colorado, August 13-15, 1990, 804–813.

3. Make connections part of pultruded frame design;Bank,1992

4. Feo L, Mosallam AS, Penna R. Experimental and numerical results on the failure strength of web-flange junctions of thin walled pultruded composites profiles, in Proceeding of the Italian Association for Stress Analysis (AIAS) Conference, Salerno (Italy), 2013.

5. Mechanical behavior of web-flange junctions of Thin-walled pultruded I-profiles: an experimental and numerical evaluation;Feo;Compos Part B Eng,2013

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