Experimental evaluation of shear behavior of pultruded GFRP perforated connectors embedded in concrete
Author:
Funder
NSFC
China Postdoctoral Science Foundation
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference27 articles.
1. Composites for construction: structural design with FRP materials;Bank,2006
2. Polymer composites in construction: an overview;Mosallam;SOJ Mater Sci Eng,2015
3. Flexural behaviour of GFRP–concrete hybrid beams with interconnection slip;Correia;Compos Struct,2007
4. Thermal analysis on composite girder with hybrid GFRP-concrete deck;Xin;Steel Compos Struct,2015
5. Flexural performance of a hybrid GFRP-concrete bridge deck with composite T-shaped perforated rib connectors;Zuo;Compos Struct,2018
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1. Experimental investigation on shear behavior of double-row perforated GFRP rib connectors in FRP-concrete hybrid beams;Advances in Structural Engineering;2024-09-13
2. Experimental and numerical study on behavior of channel-shaped GFRP perforated rib shear connectors;Engineering Structures;2024-05
3. Fatigue performance investigation of perforated and bolted pultruded glass fiber reinforced polymer laminates based on experiment and digital images;Journal of Composite Materials;2024-01-28
4. Push-out behavior of GFRP bolts shear connectors in FRP-concrete hybrid beam;Engineering Structures;2023-11
5. Bearing capacity analysis of perfobond rib shear connectors in steel-concrete composite structures;Structures;2023-11
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