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Development of moment rotation capacity numerical procedure for FRP plated steel section

Abdullah, Muhammad Farhan Hafizuddin (2011) Development of moment rotation capacity numerical procedure for FRP plated steel section. Universiti Teknologi PETRONAS. (Unpublished)

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Abstract

Fiber Reinforced Polymer (FRP) is a popular subject in retrofitting nowadays. It is always associated with worked on enhancing the performance reinforced concrete and also steel structure. This paper highlights the theoretical works on FRP plated steel beams in terms of debonding failure. The program used to develop the analytical procedure is Microsoft Excel Spreadsheet. The program has been used before is FOTRAN and another program will be develop to study the behavior and performance of FRP plated steel section using spreadsheet. The validation of this study will be based on the parameters adopted from tbe previous study witb addition of the current practice standards. Plated steel section used is 1-beam with the FRP plate is reinforced on the bottom flange of the beam. The procedure will begin from cross section analysis, span analysis before it can be completed with the moment-rotation analysis.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Water
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 2053 not found.
Date Deposited: 07 Nov 2013 12:21
Last Modified: 25 Jan 2017 09:42
URI: http://utpedia.utp.edu.my/id/eprint/10256

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