Finite element analysis on reinforced concrete column with transverse openings

In construction, openings and holes are drilled to place ducts and pipes for accommodation of services such as electricity, water supply, telecommunication, air conditioning and so on. The presence of such openings may influence the performance of reinforced concrete column, especially from the aspe...

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Main Author:	Tan, Keen Hong
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/21800/ http://umpir.ump.edu.my/id/eprint/21800/ http://umpir.ump.edu.my/id/eprint/21800/1/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21800/2/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/21800/3/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21800/4/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20References.pdf

id	ump-21800
recordtype	eprints
spelling	ump-218002018-09-13T01:21:22Z http://umpir.ump.edu.my/id/eprint/21800/ Finite element analysis on reinforced concrete column with transverse openings Tan, Keen Hong TA Engineering (General). Civil engineering (General) In construction, openings and holes are drilled to place ducts and pipes for accommodation of services such as electricity, water supply, telecommunication, air conditioning and so on. The presence of such openings may influence the performance of reinforced concrete column, especially from the aspect of load carrying capacity. This study mainly focus on the deflection and crack patterns of reinforced concrete column having opening with different sizes and opening in different locations. Study was conducted on columns specimens with rectangular cross-section of 300 mm x 300 mm and 3800 mm height. All columns specimens were reinforced with longitudinal reinforcement of 4H 20, transverse reinforcement of shear links with 6 mm diameter and 250 mm spacing. Finite element analysis was conducted to study the behaviour of the reinforced concrete column using ANSYS software. The load is applied until the failure of the column models. The result shows that the deflection or the deformation of the control column is the highest and the deflection of the column decreases when the opening size of column increases. The deflection is the highest when opening located in the center of column span. For cracks pattern, more cracks are formed when the opening size increases and when the opening located closer to the applied load. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21800/1/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21800/2/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21800/3/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21800/4/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20References.pdf Tan, Keen Hong (2017) Finite element analysis on reinforced concrete column with transverse openings. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102788&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) Tan, Keen Hong Finite element analysis on reinforced concrete column with transverse openings
description	In construction, openings and holes are drilled to place ducts and pipes for accommodation of services such as electricity, water supply, telecommunication, air conditioning and so on. The presence of such openings may influence the performance of reinforced concrete column, especially from the aspect of load carrying capacity. This study mainly focus on the deflection and crack patterns of reinforced concrete column having opening with different sizes and opening in different locations. Study was conducted on columns specimens with rectangular cross-section of 300 mm x 300 mm and 3800 mm height. All columns specimens were reinforced with longitudinal reinforcement of 4H 20, transverse reinforcement of shear links with 6 mm diameter and 250 mm spacing. Finite element analysis was conducted to study the behaviour of the reinforced concrete column using ANSYS software. The load is applied until the failure of the column models. The result shows that the deflection or the deformation of the control column is the highest and the deflection of the column decreases when the opening size of column increases. The deflection is the highest when opening located in the center of column span. For cracks pattern, more cracks are formed when the opening size increases and when the opening located closer to the applied load.
format	Undergraduates Project Papers
author	Tan, Keen Hong
author_facet	Tan, Keen Hong
author_sort	Tan, Keen Hong
title	Finite element analysis on reinforced concrete column with transverse openings
title_short	Finite element analysis on reinforced concrete column with transverse openings
title_full	Finite element analysis on reinforced concrete column with transverse openings
title_fullStr	Finite element analysis on reinforced concrete column with transverse openings
title_full_unstemmed	Finite element analysis on reinforced concrete column with transverse openings
title_sort	finite element analysis on reinforced concrete column with transverse openings
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/21800/ http://umpir.ump.edu.my/id/eprint/21800/ http://umpir.ump.edu.my/id/eprint/21800/1/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21800/2/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/21800/3/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21800/4/Finite%20element%20analysis%20on%20reinforced%20concrete%20column%20with%20transverse%20openings%20-%20References.pdf
first_indexed	2023-09-18T22:32:08Z
last_indexed	2023-09-18T22:32:08Z
_version_	1777416356512137216

Finite element analysis on reinforced concrete column with transverse openings

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