UGC Approved Journal no 63975(19)

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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:
JETIR1906498


Registration ID:
214355

Page Number

423-428

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Title

An Experimental study on bond shear strength of brick masonry triplet by partial replacing cement by bagasse ash

Abstract

Brick Masonry is a material built with brick units and mortar. Brick masonry is the most used masonry and it is a conventional type. Brick masonry is very good at taking compressive load but very weak in taking lateral loads. Masonry is a material built with brick units and mortar. Behaviour of masonry greatly depends on the characteristics of masonry units, mortar and the bond between them. Bond strength is dependent on many interrelated factors that can directly affect bond development or indirectly affect bond strength. The resistance of masonry to tensile or shear loads depends on the bond between mortar and masonry units. The bond between brick and mortar plays an important role in the ability of masonry to resist loads. One of the most important properties of mortar is bond strength, and it is critical that this bond be complete, strong, and durable. This paper presents an outcome of a studyconducted on shear bond strength of masonry. It wasalso investigated to develop a possible relationship between shear and tensile bond strength. An experimental program was conducted to determine the impact of bond strength on compressivestrength of masonry. Bond shear strength was determined by testing brick triplets and shear bondstrength by testing triplets as recommended in relevant standards. Since the bagasse ash has the pozzolanic property it can be used as cementitious material. The bond strength of masonry may increase by partially replacing of cement bagasse ash as compared to bond strength of conventional masonry. The deformation characteristics of individual brick and mortar can be determined and found to be different due to the composite action between the brick and mortar joint. The outcome of this research will have a higher benefit to the construction industrywhere masonry structures form a substantial portion.

Key Words

Brick Masonry, pozzolanic, Triplet.

Cite This Article

"An Experimental study on bond shear strength of brick masonry triplet by partial replacing cement by bagasse ash", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.423-428, June-2019, Available :http://www.jetir.org/papers/JETIR1906498.pdf

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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

"An Experimental study on bond shear strength of brick masonry triplet by partial replacing cement by bagasse 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. pp423-428, June-2019, Available at : http://www.jetir.org/papers/JETIR1906498.pdf

Publication Details

Published Paper ID: JETIR1906498
Registration ID: 214355
Published In: Volume 6 | Issue 6 | Year June-2019
DOI (Digital Object Identifier):
Page No: 423-428
Country: Mandya, Karnataka, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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