Flexural Behaviour of Reinforced Lightweight Concrete Beams Made with Oil Palm Shell (OPS)

Teo , D.C.L. and Mannan , M.A. and Kurian, V.J. (2006) Flexural Behaviour of Reinforced Lightweight Concrete Beams Made with Oil Palm Shell (OPS). [Citation Index Journal]

[thumbnail of Flexural-behaviour-of-reinforced-lightweight-concrete-beams-made-with-oil-palm-shell-(OPS)_2006_Journal-of-Advanced-Concrete-Technology.pdf] PDF
Flexural-behaviour-of-reinforced-lightweight-concrete-beams-made-with-oil-palm-shell-(OPS)_2006_Journal-of-Advanced-Concrete-Technology.pdf - Published Version
Restricted to Registered users only

Download (1MB) | Request a copy

Abstract

Abstract
This paper presents an investigation on the flexural behaviour of reinforced concrete beams produced from oil palm
shell (OPS) aggregates. Utilising OPS in concrete production not only solves the problem of disposing this solid waste
but also helps conserve natural resources. A total of 6 under-reinforced beams with varying reinforcement ratios (0.52% to 3.90%) were fabricated and tested. Data presented include the deflection characteristics, cracking behaviour, ductility indices and end-rotations. The investigation revealed that the flexural behaviour of reinforced OPS concrete beams was comparable to that of other lightweight concretes and the experimental results compare reasonably well with the current Codes of Practice. It was observed that beams with low reinforcement ratios satisfied all the serviceability requirements as per BS 8110.

Item Type: Citation Index Journal
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Departments / MOR / COE: Departments > Civil Engineering
Depositing User: Prof Dr Kurian V John
Date Deposited: 20 Apr 2010 03:00
Last Modified: 19 Jan 2017 08:27
URI: http://scholars.utp.edu.my/id/eprint/1279

Actions (login required)

View Item
View Item