Bond of deformed reinforcing steel bars embedded in steel fiber reinforced self-compacting concrete

Nejadi, S; Aslani, F

Bond of deformed reinforcing steel bars embedded in steel fiber reinforced self-compacting concrete

Nejadi, S Aslani, F

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Publisher:: Publisher creations
Publication Type:: Conference Proceeding
Citation:: Proceedings for the BOND IN CONCRETE 2012: Bond, Anchorage, Detailing conference, 2012, pp. 757 - 764
Issue Date:: 2012-01

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Field	Value	Language
dc.contributor.author	Nejadi, S	en_US
dc.contributor.author	Aslani, F	en_US
dc.contributor.editor	Cairns, JW	en_US
dc.contributor.editor	Metelli, G	en_US
dc.contributor.editor	Plizzari, GA	en_US
dc.date	2012-06-17	en_US
dc.date.issued	2012-01	en_US
dc.identifier.citation	Proceedings for the BOND IN CONCRETE 2012: Bond, Anchorage, Detailing conference, 2012, pp. 757 - 764	en_US
dc.identifier.uri	http://hdl.handle.net/10453/22410
dc.description.abstract	Steel fiber reinforced self-compacting concrete (SFRSCC) is a relatively new composite material which congregates the benefits of the SCC technology with the profits derived from the fiber addition to a brittle cementitious matrix. Steel-concrete composite floors, reinforced concrete floors supported by columns or walls and floors on an elastic foundations belong to the category of structural elements in which the conventional steel reinforcement can be partially replaced by the use of SFRSCC. When discussing deformation capacity of structural elements or civil engineering structures manufactured using SFRSCC, one must be able to describe thoroughly both the behavior of the concrete matrix reinforced with steel fibers and the interaction between this composite matrix and discrete steel reinforcement of the conventional type. However, even though the knowledge on bond behavior is essential for evaluating the overall behavior of structural components containing reinforcement and steel fibers, information is hardly available in this area. In this study, bond characteristics of deformed reinforcing steel bars embedded in SFRSCC is investigated.	en_US
dc.publisher	Publisher creations	en_US
dc.relation.ispartof	Proceedings for the BOND IN CONCRETE 2012: Bond, Anchorage, Detailing conference	en_US
dc.relation.ispartof	Bond in Concrete	en_US
dc.title	Bond of deformed reinforcing steel bars embedded in steel fiber reinforced self-compacting concrete	en_US
dc.type	Conference Proceeding
utslib.location	Manerbio (Brescia), Italy	en_US
utslib.location.activity	Manerbio (Brescia), Italy	en_US
utslib.for	090506 Structural Engineering	en_US
dc.location.activity	Manerbio (Brescia), Italy	en_US
pubs.embargo.period	Not known	en_US
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
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.consider-herdc	true	en_US
pubs.finish-date	2012-06-20	en_US
pubs.place-of-publication	Manerbio (Brescia), Italy	en_US
pubs.start-date	2012-06-17	en_US

Abstract:

Steel fiber reinforced self-compacting concrete (SFRSCC) is a relatively new composite material which congregates the benefits of the SCC technology with the profits derived from the fiber addition to a brittle cementitious matrix. Steel-concrete composite floors, reinforced concrete floors supported by columns or walls and floors on an elastic foundations belong to the category of structural elements in which the conventional steel reinforcement can be partially replaced by the use of SFRSCC. When discussing deformation capacity of structural elements or civil engineering structures manufactured using SFRSCC, one must be able to describe thoroughly both the behavior of the concrete matrix reinforced with steel fibers and the interaction between this composite matrix and discrete steel reinforcement of the conventional type. However, even though the knowledge on bond behavior is essential for evaluating the overall behavior of structural components containing reinforcement and steel fibers, information is hardly available in this area. In this study, bond characteristics of deformed reinforcing steel bars embedded in SFRSCC is investigated.

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http://hdl.handle.net/10453/22410