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  Published Paper Details:

  Paper Title

BEHAVIOR OF PRISMATIC AND NON-PRISMATIC CIRCULAR TUBED STEEL REINFORCED HIGH STRENGTH CONCRETE COLUMNS UNDER AXIAL LOADING

  Authors

  UNNIMAYA P.R.,  THAMJITHA KARIM T.A.,  ANIMA P.

  Keywords

Taper ratio, High strength concrete, Ultimate Stiffness, Stress distribution, ANSYS

  Abstract


Steel�concrete composite structures have been widely used because of the excellent composite action of concrete and steel. In this paper, behavior of outer prismatic inner non-prismatic and outer non-prismatic inner prismatic circular tubed steel- reinforced concrete (CTSRC) columns with high-strength concrete under axial loading were studied. A total of eight specimens considering the following parameters were modeled in ANSYS WORKBENCH 16.1 and tested: two taper ratios (0.8, 1.2) and two shapes (L, V). As a result of the project deformation along the path, the stress distribution along the height of the column for both prismatic and non-prismatic columns were studied, ultimate stiffness for all the columns were calculated and the best taper ratio is found out.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2007432

  Paper ID - 197215

  Page Number(s) - 4105-4112

  Pubished in - Volume 8 | Issue 7 | July 2020

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  UNNIMAYA P.R.,  THAMJITHA KARIM T.A.,  ANIMA P.,   "BEHAVIOR OF PRISMATIC AND NON-PRISMATIC CIRCULAR TUBED STEEL REINFORCED HIGH STRENGTH CONCRETE COLUMNS UNDER AXIAL LOADING", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.8, Issue 7, pp.4105-4112, July 2020, Available at :http://www.ijcrt.org/papers/IJCRT2007432.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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