Zobrazeno 1 - 10
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pro vyhledávání: '"M.S. Deepak"'
Publikováno v:
Materials Today: Proceedings. 65:1382-1389
Autor:
M.S. Deepak, G. Beulah Gnana Ananthi
Publikováno v:
Structures. 34:4574-4595
Owing to the increase in the applications of the built-up Cold-Formed Steel (CFS) sections in the construction industry, there exists an immediate demand in standardisation of the design rules to use built-up sections as structural members. This pape
Autor:
M.S. Deepak, G. Beulah Gnana Ananthi
Publikováno v:
Structures. 34:1761-1784
This paper presents an experimental and numerical investigation on the local buckling behaviour of a new built-up Cold-Formed Steel (CFS) homogeneous and hybrid Double-I-Box Column sections (DIBCs and HDIBCs) under axial compression. In total, 24 exp
Akademický článek
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Akademický článek
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Publikováno v:
Materials Today: Proceedings. 44:1723-1730
The suitability of replacement of natural aggregate (NA) with recycled aggregate (RA) mainly depend on the properties of recycled aggregates. This experimental study provides the mechanical and durability properties of recycled aggregate concrete (RA
Publikováno v:
Materials Today: Proceedings. 37:2145-2152
The axial load carrying abilities and the buckling behaviour of Cold-Formed Steel (CFS) Stiffened Built-up Columns (SBC) has been presented in this paper. In total, the results from 8 actual experiments and 64 finite element models in the parametric
Publikováno v:
Materials Today: Proceedings. 44:651-658
Many RCC structures have been built in the last century but these structures are in need of repair within 10–20 years of its construction. The reason for this premature distress and deterioration points towards corrosion of steel reinforcement bars
Publikováno v:
Materials Today: Proceedings. 37:2360-2367
This is an analysis of the quality of framed structures strengthened by using toughened fibre reinforced concrete which undergoes a lateral cyclic force. A measure of 1/3rd scale model frames were designed with infills and without infills and tested.
Publikováno v:
Materials Today: Proceedings. 37:2014-2018
Soil must be able to withstand the load and transfer it to ground within the range of allowable deformations, for which it must possess good physical and geotechnical properties. Clay soils become more adhesive once when it becomes wet and whereas if