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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
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Paper Title: Flexural behavior of SIFCON beams under three point loading
Authors Name: S.Soundarya , S.Suresh Babu , V.S.Satheesh
Unique Id: IJSDR1803016
Published In: Volume 3 Issue 3, March-2018
Abstract: This study is to investigate the flexural behavior of SIFCON (Slurry Infiltrated Fibrous Concrete) beams under three point loading. The matrix usually holds cement-sand slurry or fluent mortar. SIFCON have greater advantage towards its excellent energy absorption capacity, greater strength and high ductility. The steel fibers used in this study are hook end fibers having 0.5 mm of diameter and aspect ratio of 70. Totally three beams of size 1500x120x150mm are cast and tested. From testing load carrying capacity, crack formation, load deflection response for SIFCON beams were found out.
Keywords: SIFCON, load carrying capacity, three point loading, steel fibers
Cite Article: "Flexural behavior of SIFCON beams under three point loading", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.3, Issue 3, page no.73 - 77, March-2018, Available :http://www.ijsdr.org/papers/IJSDR1803016.pdf
Downloads: 000338719
Publication Details: Published Paper ID: IJSDR1803016
Registration ID:180080
Published In: Volume 3 Issue 3, March-2018
DOI (Digital Object Identifier):
Page No: 73 - 77
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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