NDLI: Structural performances of masonry beam strengthening with FRP sheets

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Structural performances of masonry beam strengthening with FRP sheets

Content Provider	Scilit
Author	Munjal, P. Singh, S. B. Thammishetti, N.
Copyright Year	2016
Description	This chapter demonstrates various failure patterns developed during the four-point bending. The flexural response of masonry beams strengthened with Fiber-Reinforced Polymer (FRP) fabric sheets are investigated experimentally. The masonry beams were made with locally available clay-burnt bricks and cement mortar of proportions 1:3 (cement: sand). Masonry beams are made in different ways with cement mortar as a bed joint. One of the most common upgrading materials used for strengthening purpose is FRP, which has gained increasing popularity in the construction field because of its valuable properties such as high tensile strength, non-corrodible characteristics. The mortar mix ratio of 1:3 was used to construct the masonry beams. After the application of the first epoxy layer on the bottom surface, the FRP sheet was glue to the beam with epoxy and the rollers were used for uniform application of epoxy. The mortar mix ratio of 1:3 was used to construct the masonry beams. Book Name: Brick and Block Masonry
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/b21889-265&type=chapterpdf
Ending Page	2152
Page Count	6
Starting Page	2147
DOI	10.1201/b21889-265
Language	English
Publisher	Informa UK Limited
Publisher Date	2016-11-03
Access Restriction	Open
Subject Keyword	Book Name: Brick and Block Masonry Chemical Engineering Ceramics Masonry Beams Sheets Frp Sheet Cement Structural
Content Type	Text
Resource Type	Chapter

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