ISSN: 2349-5162

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Published in:

Volume 3 Issue 6
July-2016
eISSN: 2349-5162

Unique Identifier

JETIR1606054

Page Number

304-310

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Title

EFFECT OF VARIOUS TEMPERATURES ON STRENGTH OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY RICE HUSK ASH AND PARTIAL REPLACEMENT OF COARSE AGGREGATE BY BLAST FURNACE SLAG

ISSN

2349-5162

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"EFFECT OF VARIOUS TEMPERATURES ON STRENGTH OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY RICE HUSK ASH AND PARTIAL REPLACEMENT OF COARSE AGGREGATE BY BLAST FURNACE SLAG", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.3, Issue 6, page no.304-310, July-2016, Available :http://www.jetir.org/papers/JETIR1606054.pdf

Abstract

This study aims to investigate the strength of concrete under various temperature by using partial replacement of cement with Rice Husk Ash and partial replacement of coarse aggregate with Blast Furnace Slag. Concrete does not burn , it can not be ‘set on fire’ like other materials in a building and it does not emit any toxic fumes when affected by fires. It will also not produce smoke or drip molten particles, unlike some plastics and metals, so it does not add to the fire load. For this reason concrete is said to have a high degree of fire resistance and in the majority of applications, concrete can be described as virtually ‘Fire Proof ‘.This excellent performance is due in the main to concrete’s constitute materials. (i.e. Cement and Aggregate ) which when chemically combined with concrete, form a material that is essentially inert and importantly for fire safety design has a relatively poor thermal conductivity. It is this slow rate of heat transfer (conductivity ) that enables concrete to act as an effective fire shield not only between adjacent spaces, but also to protect itself from fire damage. The rate of increase of temperature through the cross section of concrete element is relatively slow and so internal zones do not reach the same high temperature as surface exposed to flames. When concrete is exposed to the high temperatures of a fire, a number of physical and chemical changes can take place.

Key Words

Rice HuskAsh, Blast Furnace Slag, Steel Fibres, Elevated Temparature, Mix Proportion, Partial Replacement

Cite This Article

"EFFECT OF VARIOUS TEMPERATURES ON STRENGTH OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY RICE HUSK ASH AND PARTIAL REPLACEMENT OF COARSE AGGREGATE BY BLAST FURNACE SLAG", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.3, Issue 6, page no. pp304-310, July-2016, Available at : http://www.jetir.org/papers/JETIR1606054.pdf

Publication Details

Published Paper ID: JETIR1606054
Registration ID: 160311
Published In: Volume 3 | Issue 6 | Year July-2016
DOI (Digital Object Identifier):
Page No: 304-310
ISSN Number: 2349-5162

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Cite This Article

"EFFECT OF VARIOUS TEMPERATURES ON STRENGTH OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY RICE HUSK ASH AND PARTIAL REPLACEMENT OF COARSE AGGREGATE BY BLAST FURNACE SLAG", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.3, Issue 6, page no. pp304-310, July-2016, Available at : http://www.jetir.org/papers/JETIR1606054.pdf




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