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

A vast development in the construction industries indicate the highly demand for the use of concrete. This also effect the depletion problem of natural coarse aggregate such as granite, crushed rock , and stone from the quarries. Thus, as an alternative to replace the natural coarse aggregate, synth...

Full description

Bibliographic Details
Main Author:	Siti Fatimah, Mohamed Salleh
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12066/ http://umpir.ump.edu.my/id/eprint/12066/ http://umpir.ump.edu.my/id/eprint/12066/1/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29.pdf http://umpir.ump.edu.my/id/eprint/12066/2/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12066/7/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29%20-%20CHAP%203.pdf

id	ump-12066
recordtype	eprints
spelling	ump-120662016-03-16T07:02:07Z http://umpir.ump.edu.my/id/eprint/12066/ Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG) Siti Fatimah, Mohamed Salleh TA Engineering (General). Civil engineering (General) A vast development in the construction industries indicate the highly demand for the use of concrete. This also effect the depletion problem of natural coarse aggregate such as granite, crushed rock , and stone from the quarries. Thus, as an alternative to replace the natural coarse aggregate, synthetic coarse aggregate is produced to overcome the problem. This research involves the investigation of the flexural behavior of reinforced lightweight concrete beam made from synthetic lightweight coarse aggregate (SYLCAG). The SYLCAG is used to replace partially function of natural coarse aggregate. A reinforced concrete beam was tested in the flexural beam test using the four-point loads test. The compressive strength and the flexural behavior of the lightweight beam were two important parameters examined during the beam tests. The paper compares flexural performance of the lightweight beam and the normal beam in the term of failure modes, load deflection response, and ultimate load with those of the theoretical analysis. The theoretical results for ultimate load and deflection was predicted using equation provided by the ACI 318-05 building code and EC2. From the result, it shows that the SYLCAG concrete has slightly lower compressive strength and lower density than the normal concrete. The strength of SYLCAG concrete that was developed was about 93% from strength of control concrete. However the ultimate load of SYCLAG beam was 116% of the ultimate load of control beam. SYLCAG beam also has achieved 98% deflection of control beam and 79% deflection of the theoretical value. It can be conclude that the SYLCAG beam exhibit similar flexural behavior as that of normal concrete 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12066/1/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12066/2/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12066/7/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29%20-%20CHAP%203.pdf Siti Fatimah, Mohamed Salleh (2015) Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG). Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92087&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Siti Fatimah, Mohamed Salleh Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG)
description	A vast development in the construction industries indicate the highly demand for the use of concrete. This also effect the depletion problem of natural coarse aggregate such as granite, crushed rock , and stone from the quarries. Thus, as an alternative to replace the natural coarse aggregate, synthetic coarse aggregate is produced to overcome the problem. This research involves the investigation of the flexural behavior of reinforced lightweight concrete beam made from synthetic lightweight coarse aggregate (SYLCAG). The SYLCAG is used to replace partially function of natural coarse aggregate. A reinforced concrete beam was tested in the flexural beam test using the four-point loads test. The compressive strength and the flexural behavior of the lightweight beam were two important parameters examined during the beam tests. The paper compares flexural performance of the lightweight beam and the normal beam in the term of failure modes, load deflection response, and ultimate load with those of the theoretical analysis. The theoretical results for ultimate load and deflection was predicted using equation provided by the ACI 318-05 building code and EC2. From the result, it shows that the SYLCAG concrete has slightly lower compressive strength and lower density than the normal concrete. The strength of SYLCAG concrete that was developed was about 93% from strength of control concrete. However the ultimate load of SYCLAG beam was 116% of the ultimate load of control beam. SYLCAG beam also has achieved 98% deflection of control beam and 79% deflection of the theoretical value. It can be conclude that the SYLCAG beam exhibit similar flexural behavior as that of normal concrete
format	Undergraduates Project Papers
author	Siti Fatimah, Mohamed Salleh
author_facet	Siti Fatimah, Mohamed Salleh
author_sort	Siti Fatimah, Mohamed Salleh
title	Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG)
title_short	Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG)
title_full	Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG)
title_fullStr	Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG)
title_full_unstemmed	Flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (SYLCAG)
title_sort	flexural behaviour of reinforced concrete beam using partial synthetic lightweight coarse aggregate (sylcag)
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12066/ http://umpir.ump.edu.my/id/eprint/12066/ http://umpir.ump.edu.my/id/eprint/12066/1/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29.pdf http://umpir.ump.edu.my/id/eprint/12066/2/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12066/7/FKKSA%20-%20SITI%20FATIMAH%20BINTI%20MOHAMED%20SALLEH%20%28CD9228%29%20-%20CHAP%203.pdf
first_indexed	2023-09-18T22:13:17Z
last_indexed	2023-09-18T22:13:17Z
_version_	1777415170688024576

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

Similar Items