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R.N. Swamy

Researcher at University of Sheffield

Publications -  6
Citations -  271

R.N. Swamy is an academic researcher from University of Sheffield. The author has contributed to research in topics: Deflection (engineering) & Beam (structure). The author has an hindex of 6, co-authored 6 publications receiving 253 citations.

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Under- and over-reinforced concrete beams with glued steel plates

TL;DR: In this paper, the composite behavior of the beams, the interaction of the plate, glue and concrete, and the influence of the glued plate on stiffness, cracking, plate slip, interface shear stress and ultimate strength of the reinforced concrete beams are discussed.
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The microstructure of Lytag aggregate

TL;DR: In this paper, a detailed study of the pore structure of aggregates made from sintered pulverized fuel ash is presented, and the porosity of the aggregates is then related to the absorption characteristics of the aggregate and its bonding to cement matrix.
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Impact resistance of steel fibre reinforced lightweight concrete

TL;DR: In this paper, the impact resistance of structural lightweight concrete reinforced with steel fibres has been evaluated using a simple and practical test method to evaluate the effectiveness of different types of fibres in enhancing the impact strength of fibre concrete.
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Mix design and properties of concrete made from PFA coarse aggregates and sand

TL;DR: In this paper, the authors present extensive test data on the mix design, strength and elasticity properties of concrete made from PFA coarse aggregates and sand and having 28 day strengths of 20 to 60 N/mm2.
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Flexural behaviour of reinforced concrete beams made with fly ash coarse aggregates

TL;DR: In this paper, the authors reported on the flexural behaviour of reinforced concrete T beams made with fly ash coarse aggregates and sand, and showed that fly ash aggregate concrete beams can satisfy the serviceability requirements of deflection and cracking, and that they possess adequate ductility and load factor against flexural failure.