Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/545865
Title: Experimental Study on structural behavior of brick masonry wall units
Researcher: Soundar Rajan, M
Guide(s): Jegatheeswaran, D
Keywords: ash-based bricks
brick masonry
burned clay blocks
Engineering
Engineering and Technology
Engineering Civil
University: Anna University
Completed Date: 2023
Abstract: In India, brick masonry a mixture of brick and mortar is frequently newlineused in the construction of buildings. As many years ago, burned clay blocks newlinewere frequently used to construct the buildings. However, fly ash-based newlinebricks and light weight blocks are starting to replace burned clay bricks in newlinebuildings due to increasing environmental concerns about resource saving and newlinefly ash dumping. The characteristics of building components, such as brick newlineand cement, both individually and collectively, affect building behaviour. As newlinebricks are manufactured from locally available basic materials with intrinsic newlineunpredictability, their characteristics differ significantly from region to newlineregion. Because of this, a study on the construction of brick masonry newlinebuildings may neglect or overstate the structural capability when examining newlinethe mean values of material characteristics. The unpredictability and variety newlineof the material qualities of brickwork must be taken into account when newlinedesigning a building to make it secure. While the varied mechanical newlinecharacteristics linked to steel and concrete has been extensively studied, the newlinesame is not so for brick construction. newline Lack of evidence has made it difficult to understand brickwork s newlineambiguity when analysing buildings. Brickwork is anticipated to experience newlineboth in-plane and out-of-plane pressures when subjected to horizontal newlinestresses. Masonry structures have very little resistance to out-of-plane newlinepressures, which is typically overlooked in research and construction. The newlineconnection between masonry and cement, however, resists in-plane pressures newlinethat operate when aligned to the wall s plane. When facing in-plane pressures, newlinemasonry s shear bonding strength is crucial. To obtain excellent tensile newlinebonding strength, bricks must be soaked prior to building. newline
Pagination: xx,163p.
URI: http://hdl.handle.net/10603/545865
Appears in Departments:Faculty of Civil Engineering

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02_prelim pages.pdf1.88 MBAdobe PDFView/Open
03_content.pdf234.13 kBAdobe PDFView/Open
04_abstract.pdf188.1 kBAdobe PDFView/Open
05_chapter1.pdf564.51 kBAdobe PDFView/Open
06_chapter2.pdf541.84 kBAdobe PDFView/Open
07_chapter3.pdf1.07 MBAdobe PDFView/Open
08_chapter4.pdf2.06 MBAdobe PDFView/Open
09_chapter5.pdf1.27 MBAdobe PDFView/Open
10_chapter6.pdf1.7 MBAdobe PDFView/Open
11_annexures.pdf164.15 kBAdobe PDFView/Open
80_recommendation.pdf69.77 kBAdobe PDFView/Open
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