Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections

Author:

Ascione F.ORCID,Lamberti M.,Razaqpur A.G.,Spadea S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference23 articles.

1. Fiberline Design Manual. .

2. Report EUR 27666 EN. Prospect for new guidance in the design of FRP. JRC Science for Policy Report; 2016.

3. Bank LC, Mosallam AS, Gonsoir HE. Beam-to-column connections for pultruded FRP structures. In: Suprenant B, editor. Serviceability and durability of construction materials. Proceedings of the first materials engineering congress, Denver, CO, 13–15 August, ASCE; 1990. p. 804–13.

4. Design and performance of connections for pultruded frame structures;Bank;J Reinf Plast Compos,1994

5. Mosallam AS. Stiffness and strength characteristics of PFRP UC/beam-to-column connections. In: Composite material technology, PD-vol.53, Proceedings, ASME Energy-Sources Technology Conference and Expo, TX, 331 January-4 February; 1993. p. 275–83.

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