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Experimental Investigation Study on Flexural Behaviour of Basalt Fiber Reinforced Concrete Beam with Steel Fibers

P. Hareesh1 , S.Pravin Kumar2

  1. Department of Structural Engineering, PRIST University, Thanjavur, India.
  2. Department of Structural Engineering, PRIST University, Thanjavur, India.

Section:Research Paper, Product Type: Journal Paper
Volume-6 , Issue-5 , Page no. 545-549, May-2018

CrossRef-DOI:   https://doi.org/10.26438/ijcse/v6i5.545549

Online published on May 31, 2018

Copyright © P. Hareesh, S.Pravin Kumar . This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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IEEE Style Citation: P. Hareesh, S.Pravin Kumar, “Experimental Investigation Study on Flexural Behaviour of Basalt Fiber Reinforced Concrete Beam with Steel Fibers,” International Journal of Computer Sciences and Engineering, Vol.6, Issue.5, pp.545-549, 2018.

MLA Style Citation: P. Hareesh, S.Pravin Kumar "Experimental Investigation Study on Flexural Behaviour of Basalt Fiber Reinforced Concrete Beam with Steel Fibers." International Journal of Computer Sciences and Engineering 6.5 (2018): 545-549.

APA Style Citation: P. Hareesh, S.Pravin Kumar, (2018). Experimental Investigation Study on Flexural Behaviour of Basalt Fiber Reinforced Concrete Beam with Steel Fibers. International Journal of Computer Sciences and Engineering, 6(5), 545-549.

BibTex Style Citation:
@article{Hareesh_2018,
author = {P. Hareesh, S.Pravin Kumar},
title = {Experimental Investigation Study on Flexural Behaviour of Basalt Fiber Reinforced Concrete Beam with Steel Fibers},
journal = {International Journal of Computer Sciences and Engineering},
issue_date = {5 2018},
volume = {6},
Issue = {5},
month = {5},
year = {2018},
issn = {2347-2693},
pages = {545-549},
url = {https://www.ijcseonline.org/full_paper_view.php?paper_id=2019},
doi = {https://doi.org/10.26438/ijcse/v6i5.545549}
publisher = {IJCSE, Indore, INDIA},
}

RIS Style Citation:
TY - JOUR
DO = {https://doi.org/10.26438/ijcse/v6i5.545549}
UR - https://www.ijcseonline.org/full_paper_view.php?paper_id=2019
TI - Experimental Investigation Study on Flexural Behaviour of Basalt Fiber Reinforced Concrete Beam with Steel Fibers
T2 - International Journal of Computer Sciences and Engineering
AU - P. Hareesh, S.Pravin Kumar
PY - 2018
DA - 2018/05/31
PB - IJCSE, Indore, INDIA
SP - 545-549
IS - 5
VL - 6
SN - 2347-2693
ER -

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Abstract

Basalt Fiber-Reinforced Polymer (BFRP) bars are rising as an important choice as inside reinforcement for concrete structures, especially when erosion protection or electromagnetic straightforwardness is looked for. BFRP has been effectively utilizing as a part of the fortifying of the segments and beams. It additionally been executed as reinforcement in the beam and got the satisfactory flexural quality which is progressively the steel Basalt composite bars are made by using basalt filaments and a pitch epoxy folio. They are non-destructive, comprise of 80% strands and have a tensile quality three times that of the steel bar typically utilized as a part of building development. Wherever consumption issues exist, basalt fiber composite bars can possibly supplant steel in reinforced concrete. Contrasted with FRP bar as they are utilized for little sum in building industry the basalt bar are less expensive and have better strength under extraordinary conditions. It is presumed that basalt bars are of awesome enthusiasm for the building business and can be utilized for instance in connect decks, seaward structure and in component structures.

Key-Words / Index Term

Basalt, Fibre, Polymer, Steel, Concrete, Fibre Cincrete, Reinforced Concrete

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