A Comparative Study of Ultimate Strength on Hollow Rectangular Filled Concrete Tube-IN-Tube Section – A Review
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 5
Abstract
This paper briefly discuss about research outcomes of concrete-filled double skin rectangular columns.Hollow structural section (HSS) especially rectangular sections, are commonly used in welded steel frames where members experience loading in multiple directions.Fibre-reinforced plastics are a category of composite plastics that specifically use fibre materials to mechanically enhance the strength and elasticity of plastics.Tubular sections such as Aluminium, Stainless steel, Mild Steel and FRP plays an important role in this study. The most common sectional form consists of a layer of concrete sandwiched between rectangular inner steel tubes and a rectangular outer Aluminumand Stainless steel tube. The topics covered in this paper include comparative study on members subjected to different loading condition, effects of loading and strength. The FRP wrapping plays an important role in experimentation. It is also help to increase the strength and durability of the section.The hollow specimens of size 100mm x 45mm x 2mm and height of 300mm is being prepared and then cured. The parameters examined include the concrete strength, stress, strain and theaxial load ratio. The test result will also show that these ductilityand durability.
Authors and Affiliations
M. Shanmugasundari, N. Sakthieswaran, G. Shiny Brintha, O. Ganesh Babu
Keywords
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