eprintid: 15901
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/01/59/01
datestamp: 2023-11-10 03:30:32
lastmod: 2023-11-10 03:30:32
status_changed: 2023-11-10 02:00:42
type: article
metadata_visibility: show
creators_name: Aswin, M.
creators_name: Nikbakht, E.
creators_name: Bt Nazir, N.S.
creators_name: Bt Tajuddin, N.S.
creators_name: Bt Ahmad, N.A.
title: Experimental study on structural behaviour of corbels with hybrid fibre reinforced concrete (Hyfrc)
ispublished: pub
keywords: Bending dies; Concrete construction; Fiber reinforced materials; High performance concrete; Mechanical properties; Office buildings; Offshore oil well production; Steel fibers, Conventional concrete; High-performance fibres; Hybrid fibre reinforced concrete; Industrial buildings; Poly (vinyl alcohol) (PVA); Shear span-to-depth ratios; Structural behaviour; Three point bending, Reinforced concrete
note: cited By 0; Conference of 6th International Conference on Civil, Offshore and Environmental Engineering, ICCOEE 2020 ; Conference Date: 13 July 2021 Through 15 July 2021; Conference Code:253689
abstract: Corbel are structural members or block projecting from a wall, commonly used in industrial building to support a ceiling, beam, or the roof overhang itself. To improve the mechanical properties and flexibility of the conventional concrete, High Performance Fibre Reinforced Cementitious Composite (HPFRCC) has been introduced. This study experimentally investigates behaviour of corbels with Hybrid Fibre Reinforced Concrete (HyFRC) with the combination of steel and polyvinyl alcohol (PVA) fibres. Experimental tests are conducted to investigate the mechanical properties of HyFRC. Moreover, a total of 4 corbels are tested under three-point bending. The primary variables of the investigation were the presence of secondary reinforcement (stirrup) and shear span to depth ratio (a/d) of 1.0 and 0.75. All the corbels failed in a stable and ductile manner. The behaviour of the corbels during testing and the analysis of the results indicate that the presence of secondary reinforcement and different a/d ratio are affecting the shear strength of the corbels, i.e. the corbel with secondary reinforcement and a/d = 0.75 showed higher displacement and load capacity than the corbel with and without secondary reinforcement of a/d = 1.0. © The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2021.
date: 2021
publisher: Springer Science and Business Media Deutschland GmbH
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100740465&doi=10.1007%2f978-981-33-6311-3_47&partnerID=40&md5=959ee8bec96839b026c4bb8c7d45ccce
id_number: 10.1007/978-981-33-6311-3₄₇
full_text_status: none
publication: Lecture Notes in Civil Engineering
volume: 132
pagerange: 413-420
refereed: TRUE
isbn: 9789813363106
issn: 23662557
citation:   Aswin, M. and Nikbakht, E. and Bt Nazir, N.S. and Bt Tajuddin, N.S. and Bt Ahmad, N.A.  (2021) Experimental study on structural behaviour of corbels with hybrid fibre reinforced concrete (Hyfrc).  Lecture Notes in Civil Engineering, 132.  pp. 413-420.  ISSN 23662557