In this project work, structural behaviour of the beam column joint was studied, when the concrete is altered with the hybrid fibre. To improve the efficiency of the concrete beam column joint fibre is used in M25 grade of concrete. Structural behaviour of the beam column joint was studied in experimentation manner by imposing load on the beam on both conventional and contemporary specimens. The ultimate load carrying capacity of the beam column joint was compared and studied.
Article Details
Unique Paper ID: 146452
Publication Volume & Issue: Volume 4, Issue 12
Page(s): 674 - 676
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