Flexural behaviours of semi-precast lightweight foam concrete beam

Lightweight foam concrete is revolution of concrete from conventional concrete due to density. The major materials that contains in lightweight foam concrete are cement, water, fine sand and foam. -This study focus on the reduce weight of lightweight foam. With reduce a weight of beam, the contrac...

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Main Author: Muhammad Amirul Asyraf, Adanan
Format: Undergraduates Project Papers
Language:English
Published: 2014
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/9374/
http://umpir.ump.edu.my/id/eprint/9374/
http://umpir.ump.edu.my/id/eprint/9374/1/MUHAMMAD%20AMIRUL%20ASYRAF%20BIN%20ADANAN.PDF
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recordtype eprints
spelling ump-93742015-10-02T07:58:50Z http://umpir.ump.edu.my/id/eprint/9374/ Flexural behaviours of semi-precast lightweight foam concrete beam Muhammad Amirul Asyraf, Adanan TA Engineering (General). Civil engineering (General) Lightweight foam concrete is revolution of concrete from conventional concrete due to density. The major materials that contains in lightweight foam concrete are cement, water, fine sand and foam. -This study focus on the reduce weight of lightweight foam. With reduce a weight of beam, the contractor can using manpower to lift up the beam and the contractor can save money from rent or used lift machinery on site. The aim in this study was to investigate the performance of semi-precast Lightweight Foam Concrete beam in term of flexural strength, deflected shape and failure mode. Lightweight foam concrete in study was used sand cement ratio (sic) and water cement ratio (w/c) which is 1.5 and 0.5 respectively. The width and length of the beam was constant which are 150mm and 3000mm respectively. Four samples with different height which is 200mm, 180mm, 170mm and 160mm were designated as Beam 1, Beam 2, Beam 3 and Beam 4 respectively. All samples were painted and tested under four point test. Linear Variable Displacement Transducers (LVDT) was connected to data logger to determine the flexural strength and deflected shape. Four point tests also can be determining the ultimate load of concrete that it can stand before failure. Based on the result from those outcomes which can obtain- are the deflection measurements of the beam also the crack pattern by the observations. The result shows that the flexural strength of the samples was increase to certain degree of percentage of 27.430% and 34.311% which is Beam 3 and Beam 4. For deflection result shows that Beam 2. Beam 3 and Beam 4 was comparing to Beam 1 and the percentage of increment 1%, 134.263% and 40% respectively. All the beams show the same deflection profile. The first crack loading for Beam 1, Beam 2, Beam 3 and Beam 4 was 8.72kN, 8.59kN, 6.95kN and 5.94kN respectively. The crack pattern result shows the behaviour. 2014-07 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9374/1/MUHAMMAD%20AMIRUL%20ASYRAF%20BIN%20ADANAN.PDF Muhammad Amirul Asyraf, Adanan (2014) Flexural behaviours of semi-precast lightweight foam concrete beam. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84739&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Muhammad Amirul Asyraf, Adanan
Flexural behaviours of semi-precast lightweight foam concrete beam
description Lightweight foam concrete is revolution of concrete from conventional concrete due to density. The major materials that contains in lightweight foam concrete are cement, water, fine sand and foam. -This study focus on the reduce weight of lightweight foam. With reduce a weight of beam, the contractor can using manpower to lift up the beam and the contractor can save money from rent or used lift machinery on site. The aim in this study was to investigate the performance of semi-precast Lightweight Foam Concrete beam in term of flexural strength, deflected shape and failure mode. Lightweight foam concrete in study was used sand cement ratio (sic) and water cement ratio (w/c) which is 1.5 and 0.5 respectively. The width and length of the beam was constant which are 150mm and 3000mm respectively. Four samples with different height which is 200mm, 180mm, 170mm and 160mm were designated as Beam 1, Beam 2, Beam 3 and Beam 4 respectively. All samples were painted and tested under four point test. Linear Variable Displacement Transducers (LVDT) was connected to data logger to determine the flexural strength and deflected shape. Four point tests also can be determining the ultimate load of concrete that it can stand before failure. Based on the result from those outcomes which can obtain- are the deflection measurements of the beam also the crack pattern by the observations. The result shows that the flexural strength of the samples was increase to certain degree of percentage of 27.430% and 34.311% which is Beam 3 and Beam 4. For deflection result shows that Beam 2. Beam 3 and Beam 4 was comparing to Beam 1 and the percentage of increment 1%, 134.263% and 40% respectively. All the beams show the same deflection profile. The first crack loading for Beam 1, Beam 2, Beam 3 and Beam 4 was 8.72kN, 8.59kN, 6.95kN and 5.94kN respectively. The crack pattern result shows the behaviour.
format Undergraduates Project Papers
author Muhammad Amirul Asyraf, Adanan
author_facet Muhammad Amirul Asyraf, Adanan
author_sort Muhammad Amirul Asyraf, Adanan
title Flexural behaviours of semi-precast lightweight foam concrete beam
title_short Flexural behaviours of semi-precast lightweight foam concrete beam
title_full Flexural behaviours of semi-precast lightweight foam concrete beam
title_fullStr Flexural behaviours of semi-precast lightweight foam concrete beam
title_full_unstemmed Flexural behaviours of semi-precast lightweight foam concrete beam
title_sort flexural behaviours of semi-precast lightweight foam concrete beam
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/9374/
http://umpir.ump.edu.my/id/eprint/9374/
http://umpir.ump.edu.my/id/eprint/9374/1/MUHAMMAD%20AMIRUL%20ASYRAF%20BIN%20ADANAN.PDF
first_indexed 2023-09-18T22:07:53Z
last_indexed 2023-09-18T22:07:53Z
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