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Investigation of Various GFRP Shear Connectors for Insulated Precast Concrete Sandwich Wall Panels

Authors :
Douglas Tomlinson
Amir Fam
Gregory Woltman
Source :
Journal of Composites for Construction. 17:711-721
Publication Year :
2013
Publisher :
American Society of Civil Engineers (ASCE), 2013.

Abstract

Glass fiber–reinforced polymer (GFRP) shear connectors provide much reduced thermal bridging in insulated concrete sandwich panels compared to steel connectors. In this study, 50 specimens with dimensions of 254×254×900 mm representing segments of a precast sandwich wall comprising two concrete wythes and a concrete stud surrounded by insulation foam have been tested in a double-shear configuration. Three types of GFRP connectors produced from available sand-coated and threaded rods were tested and compared to conventional steel and polymer connectors. GFRP connector diameters varied from 6 to 13 mm, and spacing varied from 80 to 300 mm. Both circular and rectangular cross sections were examined, along with various end treatments to compare with simple straight embedment. The shear strength of GFRP connectors, including the effect of friction between concrete and foam, ranged from 60 to 112 MPa, significantly higher than polymer connectors but lower than steel connectors. As the connectors bridge...

Details

ISSN :
19435614 and 10900268
Volume :
17
Database :
OpenAIRE
Journal :
Journal of Composites for Construction
Accession number :
edsair.doi...........4138077f71e7c2ff5f67a4f8e2f37daf
Full Text :
https://doi.org/10.1061/(asce)cc.1943-5614.0000373