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PUNCHING SHEAR STRENGTH OF FLAT SLAB CORNER COLUMN CONNECTIONS. PART 2. FIBRE-REINFORCED CONCRETE CONECTIONS.
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- Authors: P DESAYI; H K SESHADRI
- Source: Proceedings of the ICE - Structures and Buildings, Volume 122, Issue 1, 01 February 1997 , pages 21 –26
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PUNCHING SHEAR STRENGTH OF FLAT SLAB CORNER COLUMN CONNECTIONS. PART 2. FIBRE-REINFORCED CONCRETE CONECTIONS., Page 1 of 2
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Punching shear strength of flat slab corner column connections. Part 2. Fibre-reinforced concrete connections P. Desayi, BE, MTech, PhD, DSc and H. K. Seshadri s This paper gives the details of the studies undertaken to examine the strength and behaviour of fibre-reinforced concrete corner column connections in flat slabs. Tests have been conducted on 16 specimens with var ying reinforcement ratio, moment/shear ratio (load eccentricity) and volume fraction of fibres. A quasi-empirical method has been proposed for computing the punching shear strength...
ISSN :
0965-0911
E-ISSN :
1751-7702
Document Type:
Research Article
Format:
PDF
Keywords:
MOMENTS;
VOLUME;
LOADS;
RATIOS;
ECCENTRICITY;
TESTS;
SPECIMENS;
FAILURES;
STRENGTH;
CRACKS;
EXPERIMENTS;
PUNCHING;
CONNECTIONS;
COLUMNS;
STRIP;
PREDICTION;
QUASI EMPIRICAL;
BEHAVIOUR;
FLEXURAL;
INDIAN INSTITUTE OF SCIENCE;
METHODS;
FIBRES;
SLABS;
STUDIES;
CORNERS;
SHEAR;
FLAT;
CONCRETE;
REINFORCEMENT;
REINFORCED
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