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contributor authorG. S. Pavan
contributor authorK. S. Nanjunda Rao
date accessioned2017-05-08T22:26:05Z
date available2017-05-08T22:26:05Z
date copyrightFebruary 2016
date issued2016
identifier other44897831.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80588
description abstractDetermination of shear strength of brick–mortar bed joint is critical to overcome the sliding-shear or joint-shear failure in masonry. In the recent past, researchers have attempted to enhance the shear strength and deformation capacity of brick–mortar bed joints by gluing fiber-reinforced polymer (FRP) composite across the bed joint. FRP composites offer several advantages like high strength-to-weight ratio, and ease of application in terms of labor, time, and reduced curing period. Furthermore, FRP composites are desirable for strengthening old masonry buildings having heritage value because of its minimal interference with the existing architecture. A majority of earlier studies on shear strengthening of masonry available in the literature adopted masonry having the ratio of modulus of elasticity of masonry unit (
publisherAmerican Society of Civil Engineers
titleBehavior of Brick–Mortar Interfaces in FRP-Strengthened Masonry Assemblages under Normal Loading and Shear Loading
typeJournal Paper
journal volume28
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001388
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
contenttypeFulltext


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