Assessment Of Hook End Steel Fibre As A Substitute Material In High Performance Concrete Beam

Assessment Of Hook End Steel Fibre As A Substitute Material In High Performance Concrete Beam

A study was done to identify the optimum fibre content to achieve maximum flexural capacity of high performance concrete beam. Hook end steel fibre of diameter 0.75 mm and 60 mm length have been used. The proportion of steel fibre that have been used are 0%, 1%, 2% and 3% by mass, this is done by...

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Bibliographic Details
Main Author: Manoharan, Jegathisan
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2019
Subjects:
T Technology
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/58721/
http://eprints.usm.my/58721/1/Assessment%20Of%20Hook%20End%20Steel%20Fibre%20As%20A%20Substitute%20Material%20In%20High%20Performance%20Concrete%20Beam.pdf

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