Experimental Study on structural behavior of brick masonry wall units
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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