Punching shear strength of flat slab corner column connections. Pt.2: fibre-reinforced concrete connections

Tests have been conducted on 16 specimens with varying reinforcement ratio, moment/shear ratio and volume friction of fibres. The method proposed in Pt.1 has been used and extended to fibre reinforced concrete interior column connections. (Abstract quotes from original text)

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Bibliographic Details
Published in:Proceedings of the Institution of Civil Engineers. Structures and buildings 1997-02, Vol.122 (1), p.21-26
Main Authors: Desayi, P, Seshadri, H K
Format: Article
Language:English
Online Access:Get full text
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Summary:Tests have been conducted on 16 specimens with varying reinforcement ratio, moment/shear ratio and volume friction of fibres. The method proposed in Pt.1 has been used and extended to fibre reinforced concrete interior column connections. (Abstract quotes from original text)
ISSN:0965-0911