Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements

Concrete deep beams are very common in structures such as high-rise buildings, foundation and offshore structures. Installation of opening is necessary for accessibility purposes. However, the presence of transverse opening may lead to reduction of beam strength and excessive cracking. In this study...

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Main Author:	Loo, Kian Loon
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General) TH Building construction
Online Access:	http://umpir.ump.edu.my/id/eprint/21435/ http://umpir.ump.edu.my/id/eprint/21435/ http://umpir.ump.edu.my/id/eprint/21435/1/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21435/2/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Abstract.pdf http://umpir.ump.edu.my/id/eprint/21435/3/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21435/4/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-References.pdf

id	ump-21435
recordtype	eprints
spelling	ump-214352018-08-30T03:25:29Z http://umpir.ump.edu.my/id/eprint/21435/ Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements Loo, Kian Loon TA Engineering (General). Civil engineering (General) TH Building construction Concrete deep beams are very common in structures such as high-rise buildings, foundation and offshore structures. Installation of opening is necessary for accessibility purposes. However, the presence of transverse opening may lead to reduction of beam strength and excessive cracking. In this study, different reinforcement arrangement of concrete deep beams with opening of 100mm diameter at mid-span, shear-span, outside mid-span and shear zone were studied. The software ANSYS 12.0.1 is used to analyses the deep beam models with 0.27 shear-spans to depth ratio to determine the failure loads and crack patterns. Based on the obtained result, the opening located at the shear-span will give the largest effect to the beam strength and crack pattern while the horizontal reinforcement is more effective than vertical reinforcement in the deep beam model with shear-span opening. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21435/1/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21435/2/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21435/3/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21435/4/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-References.pdf Loo, Kian Loon (2017) Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102677&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) TH Building construction
spellingShingle	TA Engineering (General). Civil engineering (General) TH Building construction Loo, Kian Loon Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
description	Concrete deep beams are very common in structures such as high-rise buildings, foundation and offshore structures. Installation of opening is necessary for accessibility purposes. However, the presence of transverse opening may lead to reduction of beam strength and excessive cracking. In this study, different reinforcement arrangement of concrete deep beams with opening of 100mm diameter at mid-span, shear-span, outside mid-span and shear zone were studied. The software ANSYS 12.0.1 is used to analyses the deep beam models with 0.27 shear-spans to depth ratio to determine the failure loads and crack patterns. Based on the obtained result, the opening located at the shear-span will give the largest effect to the beam strength and crack pattern while the horizontal reinforcement is more effective than vertical reinforcement in the deep beam model with shear-span opening.
format	Undergraduates Project Papers
author	Loo, Kian Loon
author_facet	Loo, Kian Loon
author_sort	Loo, Kian Loon
title	Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
title_short	Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
title_full	Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
title_fullStr	Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
title_full_unstemmed	Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
title_sort	finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/21435/ http://umpir.ump.edu.my/id/eprint/21435/ http://umpir.ump.edu.my/id/eprint/21435/1/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21435/2/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Abstract.pdf http://umpir.ump.edu.my/id/eprint/21435/3/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21435/4/Finite%20element%20analysis%20of%20concrete%20deep%20beams%20with%20various%20locations%20of%20opening%20and%20reinforcement%20arrangements-References.pdf
first_indexed	2023-09-18T22:31:27Z
last_indexed	2023-09-18T22:31:27Z
_version_	1777416312972115968

Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements

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