eprintid: 9973
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/99/73
datestamp: 2023-11-09 16:36:37
lastmod: 2023-11-09 16:36:37
status_changed: 2023-11-09 16:30:16
type: conference_item
metadata_visibility: show
creators_name: Nikbakht, E.
creators_name: Gaspar, H.A.D.C.
creators_name: Jaradah, R.M.
creators_name: Sutanto, M.H.
title: Investigation on the Influence of Type of Steel Fibers on Shear Failure of HPFRCC Beams
ispublished: pub
keywords: Environmental engineering; Failure (mechanical); Mechanical properties; Offshore oil well production; Reinforcement; Tensile strength, High performance fiber reinforced cementitious composites; Hooked steel fibers; Longitudinal reinforcement; Reinforcement ratios; Shear failure mode; Steel reinforced; Ultimate load capacity; Ultimate shear loads, Steel fibers
note: cited By 0; Conference of 2018 International Conference on Civil, Offshore and Environmental Engineering 2018, ICCOEE 2018 ; Conference Date: 13 August 2018 Through 14 August 2018; Conference Code:140464
abstract: This paper investigates the influence of different types of steel fiber on the mechanical properties of High Performance Fiber Reinforced Cementitious Composite (HPFRCC) as well as the shear failure mode of steel reinforced HPFRCC beams. Moreover, the influence of parameters such as span to effective depths (a/d) ratio of beams and longitudinal reinforcement ratio on shear strength of HPFRCC beams are examined. In reference to the results, despite the same tensile strength of both straight and hooked fibers utilized, the performance of straight steel fiber is superior to the hooked steel fiber due to its physiognomies. However, the beam specimens with straight steel fiber exhibit considerably lower deflection and ultimate load capacity when subjected to shear load. Also, the results show that the influence of type of steel fiber is more significant than the influence of longitudinal reinforcement ratio, i.e. the beam specimen with hooked steel fiber and 0.94 reinforcement ratio displayed higher deflection and ultimate shear load capacity compared to the specimen with straight steel fiber and 1.88 longitudinal reinforcement ratio. © The Authors, published by EDP Sciences, 2018.
date: 2018
publisher: EDP Sciences
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055512345&doi=10.1051%2fmatecconf%2f201820306018&partnerID=40&md5=10c0f26b06cc7350dc6d9ac5d4c54a6f
id_number: 10.1051/matecconf/201820306018
full_text_status: none
publication: MATEC Web of Conferences
volume: 203
refereed: TRUE
issn: 2261236X
citation:   Nikbakht, E. and Gaspar, H.A.D.C. and Jaradah, R.M. and Sutanto, M.H.  (2018) Investigation on the Influence of Type of Steel Fibers on Shear Failure of HPFRCC Beams.  In: UNSPECIFIED.