Finite element analysis of reinforced concrete column with longitudinal hole

Finite element analysis of reinforced concrete column with longitudinal hole

A finite element study was carried out to investigate the effect of positioning hole along reinforced concrete short braced columns in multi-storey buildings. RC columns having different sizes and reinforcement, with holes positioned at the centers of their cross-sections were modeled by LUSAS using...

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Main Author: Basravi, Amirhossein
Format: Thesis
Language:English
Published: 2010
Subjects:
TA Engineering (General)
Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/14811/1/AmirhosseinBasraviMFKA2011.pdf
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id my-utm-ep.14811
record_format uketd_dc
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Basravi, Amirhossein
Finite element analysis of reinforced concrete column with longitudinal hole
description A finite element study was carried out to investigate the effect of positioning hole along reinforced concrete short braced columns in multi-storey buildings. RC columns having different sizes and reinforcement, with holes positioned at the centers of their cross-sections were modeled by LUSAS using three-dimensional non-linear finite element analysis. The ultimate strengths of the columns obtained from the present study is compared with the results obtained from the laboratory testing of the same columns as well as with the design strengths recommended by the BS 8110 and ACI codes of practice. The reduction in the load carrying capacity of columns with holes was highlighted. In conclusion, the analysis results showed significant reduction in their load carrying capacities and the safety factors obtained were much less than the nominal value usually recommended by various codes of practice.
format Thesis
qualification_level Master's degree
author Basravi, Amirhossein
author_facet Basravi, Amirhossein
author_sort Basravi, Amirhossein
title Finite element analysis of reinforced concrete column with longitudinal hole
title_short Finite element analysis of reinforced concrete column with longitudinal hole
title_full Finite element analysis of reinforced concrete column with longitudinal hole
title_fullStr Finite element analysis of reinforced concrete column with longitudinal hole
title_full_unstemmed Finite element analysis of reinforced concrete column with longitudinal hole
title_sort finite element analysis of reinforced concrete column with longitudinal hole
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2010
url http://eprints.utm.my/id/eprint/14811/1/AmirhosseinBasraviMFKA2011.pdf
_version_ 1747814987054710784
spelling my-utm-ep.148112018-05-27T06:34:56Z Finite element analysis of reinforced concrete column with longitudinal hole 2010-12 Basravi, Amirhossein TA Engineering (General). Civil engineering (General) A finite element study was carried out to investigate the effect of positioning hole along reinforced concrete short braced columns in multi-storey buildings. RC columns having different sizes and reinforcement, with holes positioned at the centers of their cross-sections were modeled by LUSAS using three-dimensional non-linear finite element analysis. The ultimate strengths of the columns obtained from the present study is compared with the results obtained from the laboratory testing of the same columns as well as with the design strengths recommended by the BS 8110 and ACI codes of practice. The reduction in the load carrying capacity of columns with holes was highlighted. In conclusion, the analysis results showed significant reduction in their load carrying capacities and the safety factors obtained were much less than the nominal value usually recommended by various codes of practice. 2010-12 Thesis http://eprints.utm.my/id/eprint/14811/ http://eprints.utm.my/id/eprint/14811/1/AmirhosseinBasraviMFKA2011.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering 1 Mosley, W. H. and Bungey, J. H. and Hulse, R. Reinforced Concrete Design. 5th. ed. Bristol: J. W. Arrowsmith Ltd. 1999. 2 British Standards Institution. Testing Concrete, Part 121. London, BS 1881. 1983. 3 British Standards Institution. Structural Use of Concrete, Part 1: Code of Practice for Design and Construction, Part 2: Code of Practice for Special Circumstances. London, BS 8110. 1997. 4 Meyer, Christian. Design of Concrete Structures. New Jersey: Prentice-Hall. 1996. 5 Chandrupatla, Tirupathi R. and Belegundu, Ashok D. Introduction to Finite Elements in Engineering. 3rd. ed. USA: Prentice Hall. 2002. 6 Moaveni, Saeed. Finite Element Analysis – Theory and Application with ANSYS. 2th. ed. USA: Prentice Hall. 2003. 7 Kurowski P. M. Finite Element Analysis for Design Engineers. SAE International. 2004. 8 LUSAS Modeller. Theory Manual, Version 14.0. United Kingdom: Finite Element Analysis Ltd. 2004. 9 Bakhteri, J., W. Omar and A. M. Makhtar. A Critical Review of the Reinforced Concrete Columns Concealing Rain Water Pipes in Multistorey Buildings. Journal of Civil Engineering. 2002. 15(2): 39-52. 10 Jahangir Bakhteri and Syed Ahmad Iskandar. Experimental Study of Reinforced Concrete Columns Concealing Rain Water Pipes. Journal of Civil Engineering. 2005. 43(B): 13-26. 11 Y. L. Mo, Y. K. Yeh, C. T. Cheng, C. Tsai and C. C. Kao. Seismic Performance and Retrofit of Hollow Bridge Columns. Earthquake Engineering and Engineering Seismology. 2001. 3(1): 59-66. 12 Claeson, Christina and Gylltoft, Kent. Slender High-strength Concrete Columns Subjected to Eccentric Loading. Journal of Structural Engineering (ASCE). 1998. 124(3): 233-240. 13 Claeson, Christina. Behaviour of Reinforced High-strength Concrete Columns. B.Sc. Thesis. University of Technology, Göteborg, Sweden; 1995. 14 Mousavian, S. H. Experimental Study of Reinforced Concrete Columns with Embedded Pipes. M.Sc. Thesis. Universiti Teknologi Malaysia; 2010. 15 American Concrete Institute. Building Code Requirements for Reinforced Concrete. USA, ACI 318. 2008. 16 British Standard Institution. Part 2: Method for 17 Iemura, H., Y. Takahashi, K. Tanaka and S. Maehori. Experimental Study on Seismic Performance of RC High Piers with Hollow Section. Proceedings of 10th Japan Earthquake Engineering Symposium. Tokyo, Japan. 1998. 2105- 2110. 18 Poston, R. W., T. E. Gilliam, Y. Yamamoto and J. E. Breen. Hollow Concrete Bridge Pier Behavior. ACI Journal. November-December, 1985. 779-787. 19 Mander, J. B., M. J. N. Priestley and R. Park. Behavior of Ductile Hollow Reinforced Concrete Columns. Bulletin of the New Zealand National Society for Earthquake Engineering. 1983. 97(7): 1969-1990. 20 Norrie, D. H. and De Vries G. An Introduction to Finite Element Analysis. Academic Press, Inc. 1978. 21 Boukais, Said. A Three Dimensional Finite Element Analysis of Damages Reinforced Concrete Columns. M.Sc. Thesis. University of Dundee; 1989. 22 Mansur. M. A. and Kiang. Hwee. Tan. Concrete beam with opening: analysis & design. Florida: CRC press LLc. 1999. 23 M. Nadim Hassun and Akthem Al-Manaseer. Structural Concrete / Theory and Design. United States of America: John Wiley & Sons INC. 2008. 24 Arya, Chanakya. Design of Structural Elements. 2nd. ed. Oxford: Alden Press. 2001. 25 James G. MacGregor and James K. Wight. Reinforced concrete mechanics and design. Upper Saddle River, NJ : Prentice Hall. 2009.

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