Staff View: Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]

Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]

Ring beams are encountered in dome, circular reservoir and silo structure. Reinforced concrete ring beams supported by equally spaced columns have been used for the construction of silo structure, where the large free space is needed at the ground level. In this paper, three reinforced concrete ring...

Full description

Saved in:

Bibliographic Details
Main Authors:	Al Qaicy, Haider Hamad Ghayeb, Marsono, Abdul Kadir, Hejaz, Farzad
Format:	Article
Published:	TextRoad Publication 2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/59906/ https://www.textroad.com/pdf/JBASR/J.%20Basic.%20Appl.%20Sci.%20Res.,%204(6)77-91,%202014.pdf
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my.utm.59906
record_format	eprints
spelling	my.utm.599062022-04-14T05:05:11Z http://eprints.utm.my/id/eprint/59906/ Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)] Al Qaicy, Haider Hamad Ghayeb Marsono, Abdul Kadir Hejaz, Farzad TA Engineering (General). Civil engineering (General) Ring beams are encountered in dome, circular reservoir and silo structure. Reinforced concrete ring beams supported by equally spaced columns have been used for the construction of silo structure, where the large free space is needed at the ground level. In this paper, three reinforced concrete ring beams supported on four equally spaced columns have been analyzed by using non-linear finite element analysis (NLEFA) to predict the ultimate strength, mechanism of failure, crack pattern and deformed shape. The geometrical and material properties of the ring beams are similar except of its cross sectional depth and the properties of reinforcements. The NLFEA results indicate that the failure modes of the ring beams are dependent on its (depth/span) ratio (the span/depth ratio has been taken as straight beams). The tension stiffening value from 0.002 to 0.003 is suggested to use in the non- linear finite element analysis (NLFEA) of ring beams. TextRoad Publication 2014 Article PeerReviewed Al Qaicy, Haider Hamad Ghayeb and Marsono, Abdul Kadir and Hejaz, Farzad (2014) Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]. Journal of Basic and Applied Scientific Research, 4 (6). pp. 77-91. ISSN 2090-4304 https://www.textroad.com/pdf/JBASR/J.%20Basic.%20Appl.%20Sci.%20Res.,%204(6)77-91,%202014.pdf
institution	Universiti Teknologi Malaysia
building	UTM Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Teknologi Malaysia
content_source	UTM Institutional Repository
url_provider	http://eprints.utm.my/
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Al Qaicy, Haider Hamad Ghayeb Marsono, Abdul Kadir Hejaz, Farzad Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]
description	Ring beams are encountered in dome, circular reservoir and silo structure. Reinforced concrete ring beams supported by equally spaced columns have been used for the construction of silo structure, where the large free space is needed at the ground level. In this paper, three reinforced concrete ring beams supported on four equally spaced columns have been analyzed by using non-linear finite element analysis (NLEFA) to predict the ultimate strength, mechanism of failure, crack pattern and deformed shape. The geometrical and material properties of the ring beams are similar except of its cross sectional depth and the properties of reinforcements. The NLFEA results indicate that the failure modes of the ring beams are dependent on its (depth/span) ratio (the span/depth ratio has been taken as straight beams). The tension stiffening value from 0.002 to 0.003 is suggested to use in the non- linear finite element analysis (NLFEA) of ring beams.
format	Article
author	Al Qaicy, Haider Hamad Ghayeb Marsono, Abdul Kadir Hejaz, Farzad
author_facet	Al Qaicy, Haider Hamad Ghayeb Marsono, Abdul Kadir Hejaz, Farzad
author_sort	Al Qaicy, Haider Hamad Ghayeb
title	Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]
title_short	Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]
title_full	Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]
title_fullStr	Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]
title_full_unstemmed	Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]
title_sort	reinforced concrete ring beams [non-linear finite element analysis (nlfea)]
publisher	TextRoad Publication
publishDate	2014
url	http://eprints.utm.my/id/eprint/59906/ https://www.textroad.com/pdf/JBASR/J.%20Basic.%20Appl.%20Sci.%20Res.,%204(6)77-91,%202014.pdf
_version_	1731225591437328384
score	13.211869

Reinforced concrete ring beams [non-linear finite element analysis (NLFEA)]

Similar Items