Flexural behaviour of reinforced concrete beam with circular web opening

The openings in the beams building are necessary for the passage of utility ducts. This study was conducted to investigate the flexural behaviour of reinforced concrete beams with circular web opening. In this investigation, 4 beams using G30 concrete were cast and tested. A solid control beam was u...

Full description

Bibliographic Details
Main Author:	Nur Izzah, Mohd Nasri
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/21382/ http://umpir.ump.edu.my/id/eprint/21382/ http://umpir.ump.edu.my/id/eprint/21382/1/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21382/7/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Abstract.pdf http://umpir.ump.edu.my/id/eprint/21382/8/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21382/9/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-References.pdf

id	ump-21382
recordtype	eprints
spelling	ump-213822018-06-29T02:02:07Z http://umpir.ump.edu.my/id/eprint/21382/ Flexural behaviour of reinforced concrete beam with circular web opening Nur Izzah, Mohd Nasri TA Engineering (General). Civil engineering (General) The openings in the beams building are necessary for the passage of utility ducts. This study was conducted to investigate the flexural behaviour of reinforced concrete beams with circular web opening. In this investigation, 4 beams using G30 concrete were cast and tested. A solid control beam was used as the reference for comparison with other beams with an opening. The sizes of the openings considered in this study included ∅60 mm, ∅80 mm and ∅100. All the beam specimens had a cross-section of 200 mm x 150 mm and a total length of 2000 mm. The beams were tested under three-point bending until failure. The increase of the diameter of the opening in beams with opening causes the change in the pattern of cracks. Besides that, with an increase in the opening diameter, the ultimate load of the beam reduces with an increase in deflection. Reduction of a portion of the concrete area in the beam reduces the strength of the beam thus causing beam to fail with lower load. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21382/1/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21382/7/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21382/8/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21382/9/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-References.pdf Nur Izzah, Mohd Nasri (2017) Flexural behaviour of reinforced concrete beam with circular web opening. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102695&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 English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nur Izzah, Mohd Nasri Flexural behaviour of reinforced concrete beam with circular web opening
description	The openings in the beams building are necessary for the passage of utility ducts. This study was conducted to investigate the flexural behaviour of reinforced concrete beams with circular web opening. In this investigation, 4 beams using G30 concrete were cast and tested. A solid control beam was used as the reference for comparison with other beams with an opening. The sizes of the openings considered in this study included ∅60 mm, ∅80 mm and ∅100. All the beam specimens had a cross-section of 200 mm x 150 mm and a total length of 2000 mm. The beams were tested under three-point bending until failure. The increase of the diameter of the opening in beams with opening causes the change in the pattern of cracks. Besides that, with an increase in the opening diameter, the ultimate load of the beam reduces with an increase in deflection. Reduction of a portion of the concrete area in the beam reduces the strength of the beam thus causing beam to fail with lower load.
format	Undergraduates Project Papers
author	Nur Izzah, Mohd Nasri
author_facet	Nur Izzah, Mohd Nasri
author_sort	Nur Izzah, Mohd Nasri
title	Flexural behaviour of reinforced concrete beam with circular web opening
title_short	Flexural behaviour of reinforced concrete beam with circular web opening
title_full	Flexural behaviour of reinforced concrete beam with circular web opening
title_fullStr	Flexural behaviour of reinforced concrete beam with circular web opening
title_full_unstemmed	Flexural behaviour of reinforced concrete beam with circular web opening
title_sort	flexural behaviour of reinforced concrete beam with circular web opening
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/21382/ http://umpir.ump.edu.my/id/eprint/21382/ http://umpir.ump.edu.my/id/eprint/21382/1/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21382/7/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Abstract.pdf http://umpir.ump.edu.my/id/eprint/21382/8/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21382/9/Flexural%20behaviour%20of%20reinforced%20concrete%20beam%20with%20circular%20web%20opening-References.pdf
first_indexed	2023-09-18T22:31:20Z
last_indexed	2023-09-18T22:31:20Z
_version_	1777416305979162624

Flexural behaviour of reinforced concrete beam with circular web opening

Similar Items