Structural behaviour of singly reinforced OPS beams

Concrete using oil palm shell (OPS) as coarse aggregate has been found useful as lightweight concrete and strengths of up to 28 MPa have been attained. To further investigate its suitability for structural purposes, additional tests are required. Therefore, this paper presents an experimental invest...

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Main Authors: Teo, D. C. L., Mannan, M. A., Kurian, V. J.
Format: Conference or Workshop Item
Language:English
Published: 2006
Subjects:
Online Access:http://eprints.utm.my/673/
http://eprints.utm.my/673/1/DCLTeo2006_StructuralbehaviourofsinglyreinforcedOPS.pdf
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author Teo, D. C. L.
Mannan, M. A.
Kurian, V. J.
author_facet Teo, D. C. L.
Mannan, M. A.
Kurian, V. J.
author_sort Teo, D. C. L.
building UTeM Institutional Repository
collection Online Access
description Concrete using oil palm shell (OPS) as coarse aggregate has been found useful as lightweight concrete and strengths of up to 28 MPa have been attained. To further investigate its suitability for structural purposes, additional tests are required. Therefore, this paper presents an experimental investigation on the modulus of elasticity and flexural behaviour of three reinforced OPS concrete beams with different effective depths and reinforcement ratios. From the investigation, OPS concrete show promising results for use as structural members, especially for the construction of low cost houses in areas where oil palm is found in abundance.
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format Conference or Workshop Item
id utm-673
institution Universiti Teknologi Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T20:34:39Z
publishDate 2006
recordtype eprints
repository_type Digital Repository
spelling utm-6732017-08-28T03:28:11Z http://eprints.utm.my/673/ Structural behaviour of singly reinforced OPS beams Teo, D. C. L. Mannan, M. A. Kurian, V. J. TA Engineering (General). Civil engineering (General) Concrete using oil palm shell (OPS) as coarse aggregate has been found useful as lightweight concrete and strengths of up to 28 MPa have been attained. To further investigate its suitability for structural purposes, additional tests are required. Therefore, this paper presents an experimental investigation on the modulus of elasticity and flexural behaviour of three reinforced OPS concrete beams with different effective depths and reinforcement ratios. From the investigation, OPS concrete show promising results for use as structural members, especially for the construction of low cost houses in areas where oil palm is found in abundance. 2006-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/673/1/DCLTeo2006_StructuralbehaviourofsinglyreinforcedOPS.pdf Teo, D. C. L. and Mannan, M. A. and Kurian, V. J. (2006) Structural behaviour of singly reinforced OPS beams. In: 6th Asia-Pacific Structural Engineering and Construction Conference, 5-6 September 2006, Kuala Lumpur, Malaysia. http://civil.utm.my/apsec2015/about-apsec/
spellingShingle TA Engineering (General). Civil engineering (General)
Teo, D. C. L.
Mannan, M. A.
Kurian, V. J.
Structural behaviour of singly reinforced OPS beams
title Structural behaviour of singly reinforced OPS beams
title_full Structural behaviour of singly reinforced OPS beams
title_fullStr Structural behaviour of singly reinforced OPS beams
title_full_unstemmed Structural behaviour of singly reinforced OPS beams
title_short Structural behaviour of singly reinforced OPS beams
title_sort structural behaviour of singly reinforced ops beams
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/673/
http://eprints.utm.my/673/
http://eprints.utm.my/673/1/DCLTeo2006_StructuralbehaviourofsinglyreinforcedOPS.pdf