STUDY, ANALYSIS AND COMPARISION OF MECHANICAL PROPERTIES OF GFRP RE-BARS WITH STEEL RE-BARS USING ANSYS WORKBENCH FOR BRIDGE APPLICTION.
Author(s):
Kalasani Udaybhaskar, Valeti Maneesh, Mikkili Nagaraju, Dasari Divya, K. Supriya
Keywords:
GFRP re-bars, Steel re-bar, ANSYS Workbench, Bond Strength, ASTM code
Abstract
In recent years the use of Glass reinforced polymer bars has increased due to its light weight, increased corrosion resistance of structures, greater service life. In this paper the comparison of steel re-bars and GFRP re-bars is performed by varying its diameter and applying boundary conditions in numerical method, ANSYS Workbench, according to the ASTM code. The results of the ultimate Tensile Strength, Ultimate Tensile Strain, Transverse Shear strength, Bond Strength of both steel re-bar and GFRP re-bar are checked with the Literature review results. It is found that the GFRP re-bars is giving more strength compared to steel re-bar.
Article Details
Unique Paper ID: 159535

Publication Volume & Issue: Volume 9, Issue 12

Page(s): 427 - 431
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