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- W2118485087 abstract "Built-up I-sections have been extensively used whe never standard I-sections could not satisfy the mom ent carrying and shear capacities required. In these bu ilt up sections it has been common practice to use more steel in webs rather flanges. This results in uneconomical s ections as steel is an expensive material. So intro ducing corrugated profile in web reduced the web instabili ty and also the need for providing transverse stiff eners. But, even after in corrugated webs and lateral stiffeners, ef fects like lateral torsional buckling were observed . Thus measures other than providing conventional transverse stiffe ners and corrugated webs were to be found. This pap er deals with the investigation on Behaviour of encased cold form ed built up I section with trapezoidally corrugated web and encased cold formed built up I section with plane w eb, under two point loading by varying H/T ratio of the beam specimen. The experimental results of encased trape zoidally corrugated web and that of plane web are c ompared and the behaviour and failure modes are discussed. Enca sing the corrugated web of steel beam with concrete could improve the resistance to transverse deflections." @default.
- W2118485087 created "2016-06-24" @default.
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- W2118485087 date "2013-01-01" @default.
- W2118485087 modified "2023-09-24" @default.
- W2118485087 title "Behaviour of Encased Cold-Formed Trapezoidally Corrugated Web Beam" @default.
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