UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
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Published in:

Volume 6 Issue 6
June-2019
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR1907423


Registration ID:
218750

Page Number

832-839

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Title

EXPERIMENTAL STUDY OF FIBRE REINFORCED COMPOSITE SLAB BY ADDITION OF FLY ASH

Abstract

A structural member composed of two or more dissimilar materials joined together to act as a unit is referred as composite structure.These essentially different materials are completely compatible and complementary to each other; they have almost the same thermal expansion. The two complementary materials, structural steel and reinforced concrete are introduced and it is shown how composite action is achieved in the case of composite. Attention is drawn to the effect of this form of composite construction on other more general problems such as fire resistance rating, speed of construction, flexibility and final fitting out. The most important and most frequently encountered combination of construction materials is that of steel and concrete, with applications in multi-storied commercial building and factories, as well as in bridges. Composite structure have an ideal combination of strengths with the concrete efficient in compression and the steel in tension. The use of profiled deck composite slab in the construction industry has many advantages including the simplicity in construction compared to other flooring system. The profiled sheeting serve's as shuttering by shouldering wet concrete during construction stage. This composite construction method gained popularity for eliminating time-consuming erection and subsequent removal of temporary forms. Cost effective highly flow able green engineering cementitious composite made of locally accessible materials could yield better composite activity between the profiled steel sheeting and the concrete.In composite slab by addition of polypropylene fibre and fly ash gives more flexural strength than reinforced concrete slab.Shear connector join the I-section beam and reinforced concrete slab and stud connector takes more load carrying capacity than channel connector

Key Words

Steel Profiled Deck sheet, Shear connectors, Ibeam, composite slab

Cite This Article

"EXPERIMENTAL STUDY OF FIBRE REINFORCED COMPOSITE SLAB BY ADDITION OF FLY ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.832-839, June 2019, Available :http://www.jetir.org/papers/JETIR1907423.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"EXPERIMENTAL STUDY OF FIBRE REINFORCED COMPOSITE SLAB BY ADDITION OF FLY ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp832-839, June 2019, Available at : http://www.jetir.org/papers/JETIR1907423.pdf

Publication Details

Published Paper ID: JETIR1907423
Registration ID: 218750
Published In: Volume 6 | Issue 6 | Year June-2019
DOI (Digital Object Identifier):
Page No: 832-839
Country: -, -, - .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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