Please use this identifier to cite or link to this item: https://doi.org/10.1680/macr.2011.63.1.13
Title: Shear transfer in fibrereinforced lightweight concrete
Authors: Lim, E.
Vinayagam, T.
Wee, T.H. 
Thangayah, T. 
Issue Date: 1-Jan-2011
Citation: Lim, E., Vinayagam, T., Wee, T.H., Thangayah, T. (2011-01-01). Shear transfer in fibrereinforced lightweight concrete. Magazine of Concrete Research 63 (1) : 13-20. ScholarBank@NUS Repository. https://doi.org/10.1680/macr.2011.63.1.13
Abstract: This research studied the shear transfer in fibre-reinforced lightweight concrete. Tests were carried out on nine series of initially cracked push-off specimens to assess the effectiveness of steel fibres in combination with continuous bar reinforcement in enhancing the shear transfer behaviour. The major parameters included compressive strength of concrete, volume fraction of fibres and the number of continuous bar reinforcements across the shear plane. Two general formulas for shear transfer strength of fibre-reinforced lightweight concrete are also proposed.
Source Title: Magazine of Concrete Research
URI: http://scholarbank.nus.edu.sg/handle/10635/91213
ISSN: 00249831
DOI: 10.1680/macr.2011.63.1.13
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