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

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