Experimental and numerical analysis of GFRP frame structures. Part 1: Cyclic behaviour at the connection level
Abstract
Pultruded glass fibre reinforced polymer (GFRP) profiles have low weight, high strength and corrosion resistance, but their brittle failure raises concerns about their use in seismic regions. Moreover, although their static monotonic response is reasonably well understood, the cyclic and hysteretic behaviour of GFRP frame structures and their beam-to-column connections have not yet been comprehensively investigated. This paper presents...
Paper Details
Title
Experimental and numerical analysis of GFRP frame structures. Part 1: Cyclic behaviour at the connection level
Published Date
Jul 1, 2019
Journal
Volume
220
Pages
304 - 317
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