Parametic study on ductility of RC beams strengthened with external reinforcement

Wong, K.K (2002) Parametic study on ductility of RC beams strengthened with external reinforcement. Masters thesis, Faculty of Engineering.

[img]
Preview
PDF
Parametic study on ductility of RC beams strengthened with external reinforcement.pdf

Download (5MB) | Preview
[img] PDF (Please get the password from Digital Collection Development Unit, ext: 3932 / 3914)
2013-02-thWongKKfull.pdf
Restricted to Registered users only

Download (22MB)

Abstract

Bonding of steel plates or other advanced composite materials to the tension face of the beam is one of the methods for strengthening these deteriorated concrete structures. This may increase the strength and stiffness of the concrete structures nevertheless the corresponding ductility of reinforced concrete beam is being affected by increasing the strength of the beam using externally bonded steel plates.

Item Type: Thesis (Masters)
Additional Information: Thesis (M.Sc.) -- Universiti Malaysia Sarawak, 2002.
Uncontrolled Keywords: Engineering, Concrete structures, UNIMAS, Universiti Malaysia Sarawak, Wong Kien Kuok, university, universiti, Borneo, Malaysia, Sarawak, Kuching, Samarahan, IPTA, education, research, postgraduate
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Academic Faculties, Institutes and Centres > Faculty of Engineering
Depositing User: Karen Kornalius
Date Deposited: 10 Jun 2014 03:07
Last Modified: 24 Aug 2015 08:59
URI: http://ir.unimas.my/id/eprint/3159

Actions (For repository members only: login required)

View Item View Item