Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete

The use of offshore sand is an alternative to replace normal weight aggregate where they are over exploited nowadays. The development of this study were experimentally to determine the capabilities of the researched materials (offshore sand) used in structural reinforced concrete. Flexural strength...

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Main Author: Mohd Zawawiv, Aziz
Format: Undergraduates Project Papers
Language:English
Published: 2014
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/9299/
http://umpir.ump.edu.my/id/eprint/9299/1/MOHD%20ZAWAWIV%20BIN%20AZIZ.PDF
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author Mohd Zawawiv, Aziz
author_facet Mohd Zawawiv, Aziz
author_sort Mohd Zawawiv, Aziz
building UMP Institutional Repository
collection Online Access
description The use of offshore sand is an alternative to replace normal weight aggregate where they are over exploited nowadays. The development of this study were experimentally to determine the capabilities of the researched materials (offshore sand) used in structural reinforced concrete. Flexural strength test were carried out with increasing load using third point load test method until the designed reinforced beam fails. The load and deflection were recorded in timely manner. Experimental ultimate moment capacity and deflection were compared with theoretical calculations and the cracks occurred are visualized to determine mode of failures. Even at early stage sample beam shows some potentials until first cracks occurred due to shear failure, the study found that sample beam deflection was higher than predicted and the ultimate moment capacity only achieves 40% compared to control sample.
first_indexed 2025-11-15T01:37:57Z
format Undergraduates Project Papers
id ump-9299
institution Universiti Malaysia Pahang
institution_category Local University
language English
last_indexed 2025-11-15T01:37:57Z
publishDate 2014
recordtype eprints
repository_type Digital Repository
spelling ump-92992021-07-27T04:09:31Z http://umpir.ump.edu.my/id/eprint/9299/ Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete Mohd Zawawiv, Aziz TA Engineering (General). Civil engineering (General) The use of offshore sand is an alternative to replace normal weight aggregate where they are over exploited nowadays. The development of this study were experimentally to determine the capabilities of the researched materials (offshore sand) used in structural reinforced concrete. Flexural strength test were carried out with increasing load using third point load test method until the designed reinforced beam fails. The load and deflection were recorded in timely manner. Experimental ultimate moment capacity and deflection were compared with theoretical calculations and the cracks occurred are visualized to determine mode of failures. Even at early stage sample beam shows some potentials until first cracks occurred due to shear failure, the study found that sample beam deflection was higher than predicted and the ultimate moment capacity only achieves 40% compared to control sample. 2014-01 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9299/1/MOHD%20ZAWAWIV%20BIN%20AZIZ.PDF Mohd Zawawiv, Aziz (2014) Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete. Faculty Of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
spellingShingle TA Engineering (General). Civil engineering (General)
Mohd Zawawiv, Aziz
Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete
title Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete
title_full Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete
title_fullStr Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete
title_full_unstemmed Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete
title_short Flexural behaviour of reinforced synthetic lightweight coarse aggregate (SYLCAG) concrete
title_sort flexural behaviour of reinforced synthetic lightweight coarse aggregate (sylcag) concrete
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/9299/
http://umpir.ump.edu.my/id/eprint/9299/1/MOHD%20ZAWAWIV%20BIN%20AZIZ.PDF