Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, dissertation, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.

Strengthening of Self Compact High Strength Concrete Beams with CFRP Wrapping

Pyae, Phyo Pain (2018) Strengthening of Self Compact High Strength Concrete Beams with CFRP Wrapping. Universiti Teknologi PETRONAS. (Submitted)

[img] PDF
Restricted to Registered users only

Download (2485Kb)


Self-compacting concrete (SCC) is a self-flowing concrete that means it does not need vibration and, indeed, should not be vibrated. It uses superplasticisers to significantly increase the ease and rate of flow. It achieves compaction into every part of the mould or formwork simply by means of its own weight without any segregation of the coarse aggregate. However, when adding the steel fibers into the mix design, it reduces the flow ability of Self Compact High Strength concrete. The behavior of self-compact concrete is hard but it is brittle and shows the lower deformation capacity. Therefore, this study investigated the effect of the CFRP (Carbon Fiber Reinforced Polymer) strengthening to the High Strength Self Compact concrete beams without using steel fibers in the mix design. The strengthening for the beams was applied with the variable of a spacing of the strengthening CFRP wrapping. Samples of CFRP reinforced concrete beam were tested to the failure of center point loading after curing 28 days. The results obtained are compared the strengthening of the performance of High Strength Self Compact Concrete beam without wrapping CFRP and with CFRP on using different diameter of reinforcement steel bars.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Geotechnic and highway
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Ahmad Suhairi Mohamed Lazim
Date Deposited: 22 Nov 2018 14:38
Last Modified: 22 Nov 2018 14:38
URI: http://utpedia.utp.edu.my/id/eprint/18113

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...