Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14311
Title: Behaviour of concrete columns with drilled holes
Authors: Son, K. S. 
Pilakoutas, Kypros 
Neocleous, Kyriacos 
Major Field of Science: Engineering and Technology
Field Category: Civil Engineering
Keywords: Concrete slabs;Concretes;Composite dowels
Issue Date: 7-Sep-2006
Source: Magazine of Concrete Research, 2006, vol. 58, no. 7, pp. 411-419
Volume: 58
Issue: 7
Start page: 411
End page: 419
Journal: Magazine of Concrete Research 
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.
ISSN: 00249831
DOI: 10.1680/macr.2006.58.7.411
Rights: © ICE
Type: Article
Affiliation : Seoul National University of Technology 
University of Sheffield 
Seoul National University of Technology 
Publication Type: Peer Reviewed
Appears in Collections:Άρθρα/Articles

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