Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 124, Issue -, Pages 258-268Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2016.07.075
Keywords
Shear capacity; Web openings; UHPC; Steel fibre; SFR
Categories
Funding
- project Improvement of the doctoral studies quality in engineering science for development of the knowledge based society-QDOC - European Social Fund through the Sectorial Operational Program Human Resources [POS-DRU/107/1.5/S/78534]
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The paper presents the details of an experimental study on the shear behaviour of SFR-UHPC (steel fibre reinforced ultra-high performance concrete) I-shaped beams with or without web openings. In addition, partial replacement of shear links is investigated by comparing steel fibres with or without a single additional diagonal rebar. The object of the research was to study the shear capacity of 10 I-shaped beams made from SFR-UHPC that were tested in shear until failure with two a/dratios. (C) 2016 Elsevier Ltd. All rights reserved.
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