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Behaviour of concrete columns with drilled holes

Son, K.S., Pilakoutas, K. and Neocleous, K. (2006) Behaviour of concrete columns with drilled holes. Magazine of Concrete Research, 58 (7). pp. 411-419. ISSN 0024-9831

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Abstract

Holes drilled out to install additional services or equipment, such as for ducts through columns, beams or walls, can lead to loss of strength and possible structural failure. Until now little work has been done on holes in columns and, hence, the present study aims to examine the amount of strength lost owing to the presence of holes in columns. The reported experimental work deals with different parameters such as the number and dimensions of the holes and their relative position. It is shown that, for large diameter holes, a section capacity loss of up to 50% is possible. © 2006 Thomas Telford Ltd.

Item Type: Article
Copyright, Publisher and Additional Information: © 2006 Thomas Telford. This is an author produced version of a paper subsequently published in Magazine of Concrete Research.
Keywords: Columns (structural); Concrete beams and girders; Drilling; Failure analysis; Walls (structural partitions), Concrete columns; Drilled holes; Structural failure, Concrete construction
Institution: The University of Sheffield
Academic Units: The University of Sheffield > University of Sheffield Research Centres and Institutes > Centre for Cement and Concrete (Sheffield)
The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Prof Kypros Pilakoutas
Date Deposited: 14 Feb 2011 16:55
Last Modified: 08 Feb 2013 17:30
Published Version: http://dx.doi.org/10.1680/macr.2006.58.7.411
Status: Published
Publisher: Thomas Telford
Refereed: Yes
URI: http://eprints.whiterose.ac.uk/id/eprint/42807

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