Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65505
Title: Effects of embedded reinforcement on measured strength of concrete cylinders
Authors: Loo, Y.H. 
Tan, C.W.
Tam, C.T. 
Issue Date: Mar-1989
Source: Loo, Y.H.,Tan, C.W.,Tam, C.T. (1989-03). Effects of embedded reinforcement on measured strength of concrete cylinders. Magazine of Concrete Research 41 (146) : 11-18. ScholarBank@NUS Repository.
Abstract: The effects of embedded steel bars on the strength of concrete cylinders as affected by various parameters were investigated. These parameters were the size and the length/diameter ratio of the cylinders, the positioning of the steel bar, the bar size and the cube strength of concrete. For a length/diameter ratio of 1.0, the experimental results differed significantly from the calculated values based on the correction formula recommended in BS 1881, Part 120. The inclusion of steel up to 4% by volume in 100 mm × 100 mm cylinders did not have any detrimental effect, but for deformed high tensile steel bars of 13-20 mm diameter, increases of up to 9% in the measured strengths over those of the control specimens were observed.
Source Title: Magazine of Concrete Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65505
ISSN: 00249831
Appears in Collections:Staff Publications

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