Flexural and long term behavior of reinforced concrete beam

Zualkafli, M.I.A (2009) Flexural and long term behavior of reinforced concrete beam. [Final Year Project Report] (Unpublished)

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Abstract

A beam is a member subjected to loads applied transverse to the long dimension, causing the member to bend. This research presents an investigation of flexural and long-term behavior of reinforced concrete beam. It consists of two part of analysis which is theoretical analysis and the experiment study for deflection of reinforced concrete beam. Flexural behavior was investigated through theoretical analysis and experimental study while the long-term behavior was investigated through theoretical study only. In theoretical analysis, the calculation is based on the cracked and uncracked section. Comparison is made between the theoretical and experimental results for the flexural behavior. In long-term behavior deflection, it can be seen that the deflection is about 2.6 times more after six month period. So, it is necessary to consider creep and shrinkage deflection in design.

Item Type: Final Year Project Report
Additional Information: Project Report (B.Sc.) -- Universiti Malaysia Sarawak, 2009.
Uncontrolled Keywords: Concrete beams, testing, Concrete beams, Reinforced concrete construction, Engineering, 2009, UNIMAS, Universiti Malaysia Sarawak, research, undergraduate, university, universiti, Borneo, Malaysia, Sarawak, Kuching, Samarahan, IPTA, education
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: Academic Faculties, Institutes and Centres > Faculty of Engineering
Depositing User: Karen Kornalius
Date Deposited: 26 Aug 2014 01:03
Last Modified: 29 Sep 2021 14:42
URI: http://ir.unimas.my/id/eprint/4542

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