Behaviour of concrete columns with drilled holes

Author:

Son K.-S.1,Pilakoutas K.2,Neocleous K.2

Affiliation:

1. Department of Safety Engineering, Seoul National University of Technology Korea

2. Department of Civil and Structural Engineering, The University of Sheffield Mappin Building, Mappin Street, Sheffield, S1 3JD, UK

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.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Ultimate Strength of Beams with Rectangular Holes

2. Ioannou C. Behaviour of Flat Slabs with Openings. PhD thesis, 2003, The University of Sheffield.

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