Fly ash as partial cement replacement in producing high flexural hollow section beam

Flexural and ultimate load behavior of hollow concrete beams under one point load is discussed in this research. This research deals with agricultural waste of fly ash in terms of partial cement replacement in hollow section beam. Concrete is both dominant as a construction material and contributor...

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Main Author:	Nurshadahtika, Abdul Razak
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/11572/ http://umpir.ump.edu.my/id/eprint/11572/ http://umpir.ump.edu.my/id/eprint/11572/1/NURSHADAHTIKA%20BINTI%20ABDUL%20RAZAK.PDF

id	ump-11572
recordtype	eprints
spelling	ump-115722015-12-14T02:36:53Z http://umpir.ump.edu.my/id/eprint/11572/ Fly ash as partial cement replacement in producing high flexural hollow section beam Nurshadahtika, Abdul Razak TA Engineering (General). Civil engineering (General) Flexural and ultimate load behavior of hollow concrete beams under one point load is discussed in this research. This research deals with agricultural waste of fly ash in terms of partial cement replacement in hollow section beam. Concrete is both dominant as a construction material and contributor to greenhouse gas emissions due to cement manufacturing. Therefore, replacing Portland cement with fly ash reduces greenhouse gas emissions. In this research, reinforced hollow section beam in rectangular with size 250 mm x 300 mm with 2000 mm length is designed to resist a point load of 50 kN. The percentage proportion testing and curing test is fixed with 30% of fly ash by weight of with 7, 14, and 28 days respectively. Three types of reinforced hollow section beams were constructed in this research which has three different size of the cavity of Bi (40 mm x 100 mm), B2(50 mm x 100 mm) and 133(60 mm x 100 mm) along together with one solid beam without hollow part. From this research, the highest ultimate load achieved is specimen 131. Specimen B3 with fly ash content up to 30 % cement replacement resulted in higher load-deflection ratio and proved to be the suitable cavity size in producing high flexural hollow section beam. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11572/1/NURSHADAHTIKA%20BINTI%20ABDUL%20RAZAK.PDF Nurshadahtika, Abdul Razak (2014) Fly ash as partial cement replacement in producing high flexural hollow section beam. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84997&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) Nurshadahtika, Abdul Razak Fly ash as partial cement replacement in producing high flexural hollow section beam
description	Flexural and ultimate load behavior of hollow concrete beams under one point load is discussed in this research. This research deals with agricultural waste of fly ash in terms of partial cement replacement in hollow section beam. Concrete is both dominant as a construction material and contributor to greenhouse gas emissions due to cement manufacturing. Therefore, replacing Portland cement with fly ash reduces greenhouse gas emissions. In this research, reinforced hollow section beam in rectangular with size 250 mm x 300 mm with 2000 mm length is designed to resist a point load of 50 kN. The percentage proportion testing and curing test is fixed with 30% of fly ash by weight of with 7, 14, and 28 days respectively. Three types of reinforced hollow section beams were constructed in this research which has three different size of the cavity of Bi (40 mm x 100 mm), B2(50 mm x 100 mm) and 133(60 mm x 100 mm) along together with one solid beam without hollow part. From this research, the highest ultimate load achieved is specimen 131. Specimen B3 with fly ash content up to 30 % cement replacement resulted in higher load-deflection ratio and proved to be the suitable cavity size in producing high flexural hollow section beam.
format	Undergraduates Project Papers
author	Nurshadahtika, Abdul Razak
author_facet	Nurshadahtika, Abdul Razak
author_sort	Nurshadahtika, Abdul Razak
title	Fly ash as partial cement replacement in producing high flexural hollow section beam
title_short	Fly ash as partial cement replacement in producing high flexural hollow section beam
title_full	Fly ash as partial cement replacement in producing high flexural hollow section beam
title_fullStr	Fly ash as partial cement replacement in producing high flexural hollow section beam
title_full_unstemmed	Fly ash as partial cement replacement in producing high flexural hollow section beam
title_sort	fly ash as partial cement replacement in producing high flexural hollow section beam
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/11572/ http://umpir.ump.edu.my/id/eprint/11572/ http://umpir.ump.edu.my/id/eprint/11572/1/NURSHADAHTIKA%20BINTI%20ABDUL%20RAZAK.PDF
first_indexed	2023-09-18T22:12:28Z
last_indexed	2023-09-18T22:12:28Z
_version_	1777415118906195968

Fly ash as partial cement replacement in producing high flexural hollow section beam

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