Bond Between Steel Reinforcement and Geopolymer Concrete

Castel, A

Bond Between Steel Reinforcement and Geopolymer Concrete

Castel, A

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Publisher:: Elsevier
Publication Type:: Chapter
Citation:: Handbook of Low Carbon Concrete, 2017, pp. 375-387
Issue Date:: 2017-01-01

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Field	Value	Language
dc.contributor.author	Castel, A https://orcid.org/0000-0003-1619-9643
dc.date.accessioned	2022-12-19T00:36:08Z
dc.date.available	2022-12-19T00:36:08Z
dc.date.issued	2017-01-01
dc.identifier.citation	Handbook of Low Carbon Concrete, 2017, pp. 375-387
dc.identifier.isbn	9780128045244
dc.identifier.uri	http://hdl.handle.net/10453/164472
dc.description.abstract	In this chapter, geopolymer concrete (GPC) bond with deformed reinforcing steel bars is investigated. Two types of concrete are compared: ordinary Portland cement concrete and GPC. Two GPCs are used: a heat-cured low-calcium fly ash GPC and an ambient-cured ground granulated blast furnace slag GPC. Bond strength was investigated by conducting pullout tests on ribbed bars with a nominal diameter of 12. mm using the standard RILEM pullout test. The specimens were tested at various ages ranging from 1 to 28 days. Compression tests were performed at all ages as well. The experimental results obtained are used to recalibrate the existing model adopted by fib Committee allowing correlating the steel concrete bond strength to the mean compressive strength of concrete.
dc.language	en
dc.publisher	Elsevier
dc.relation.ispartof	Handbook of Low Carbon Concrete
dc.relation.isbasedon	10.1016/B978-0-12-804524-4.00014-2
dc.rights	info:eu-repo/semantics/closedAccess
dc.title	Bond Between Steel Reinforcement and Geopolymer Concrete
dc.type	Chapter
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access	*
dc.date.updated	2022-12-19T00:36:06Z
pubs.publication-status	Published

Abstract:

In this chapter, geopolymer concrete (GPC) bond with deformed reinforcing steel bars is investigated. Two types of concrete are compared: ordinary Portland cement concrete and GPC. Two GPCs are used: a heat-cured low-calcium fly ash GPC and an ambient-cured ground granulated blast furnace slag GPC. Bond strength was investigated by conducting pullout tests on ribbed bars with a nominal diameter of 12. mm using the standard RILEM pullout test. The specimens were tested at various ages ranging from 1 to 28 days. Compression tests were performed at all ages as well. The experimental results obtained are used to recalibrate the existing model adopted by fib Committee allowing correlating the steel concrete bond strength to the mean compressive strength of concrete.

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http://hdl.handle.net/10453/164472