Author Login IJIRT Partner Network (IPN) Login

An Analytical Investigation On Improving Ductile Reinforcement Of Exterior Beam Column Joints

  • Unique Paper ID: 143944
  • Volume: 3
  • Issue: 4
  • PageNo: 138-147
  • Abstract:
  • Beam-column joints are considered as the critical zones of failure. In practical condition, extending the beam reinforcement into the column below the soffit and providing confining reinforcement at ends of beam and at the joint will lead to congestion of reinforcement. Inorder to avoid this congestion we should reduce the development length of the bars and increase the spacing of confinement bars such that no failure occurs. This project aims to check the feasibility of using steel plates for anchorages and also to investigate upon the feasibility of using steel fibres at the confining region to increase the capacity of the concrete thereby increasing the spacing of confining reinforcement without compromising the ductile capacity.
email to a friend

Cite This Article

  • ISSN: 2349-6002
  • Volume: 3
  • Issue: 4
  • PageNo: 138-147

An Analytical Investigation On Improving Ductile Reinforcement Of Exterior Beam Column Joints

Related Articles

Impact Factor
8.01 (Year 2024)
UGC Approved
Journal no 47859

Join Our IPN

IJIRT Partner Network

Submit your research paper and those of your network (friends, colleagues, or peers) through your IPN account, and receive 800 INR for each paper that gets published.

Join Now

Latest Publication

Archive

View More

Recent Conferences

NCSEM 2024

National Conference on Sustainable Engineering and Management - 2024 Last Date: 15th March 2024

Submit inquiry