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  Authors

DINESH KUMAR K,REKHA K

  Keywords

FRP, ABAQUS, concrete fill tubes, axial compression

  Abstract


In recent years, researchers have paid attention to understanding the effectiveness of FRP materials in the construction field. However, to clear knowledge gap of understand the behaviour and effectiveness of FRP material under concrete filled columns under compressive loading. This study presents an investigation on the behavior of concrete filled tubular columns (CFT) using the finite element software ABAQUS. The comparison of steel infill columns and FRP infill columns under the axial compression is done by their stress strain curve. The steel tube or FRP tube provides lateral confinement to the concrete core which results in an increased concrete compressive strength and deformation capacity. CFT decrease the inward local buckling occur in the hollow tubular sections. The axial load bearing capacity of CFT is higher than the summation of axial load-bearing capacities of the concrete core and the hollow steel tube.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2006099

  Paper ID - 194835

  Author type - Indian Author

  Page Number(s) - 705-710

  Pubished in - Volume 8 | Issue 6 | June 2020

  DOI (Digital Object Identifier) -   

  No Of Downloads - 1373

  Author Country - 642204, india, Tiruppur, Tiruppur, india, Science & Technology

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

  E-ISSN Number - 2320-2882

  Published Paper PDF : - http://www.ijcrt.org/papers/IJCRT2006099

  Published Paper URL: : - http://ijcrt.org/viewfull.php?&p_id=IJCRT2006099

  Published Paper PDF Downlaod: - download.php?file=IJCRT2006099

  Cite this article

DINESH KUMAR K,REKHA K,   "AXIAL COMPRESSION BEHAVIOUR OF COMPOSITE CONCRETE COLUMNS ENCASED WITH STEEL AND FRP TUBE", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.8, Issue 6, pp.705-710, June 2020, Available at :http://www.ijcrt.org/papers/IJCRT2006099.pdf

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