Abstract
This paper presents an outlook on experimental beha vior and a comparison with predicted formula on the behaviour of circular concentrically loaded self-consolidating fibre rein forced concrete filled steel tube columns (HSSCFRC) . Forty-five specimens were tested. The main parameters varied in the tests are : (1) percentage of fiber (2) tube diameter or wi dth to wall thickness ratio (D/t from 15 to 25) (3) L/d ratio from 2.97 to 7.04 th e results from these predictions were compared with the experimental data. The experimental results) were also validated in this s tudy.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: International Journal of Research in Engineering and Technology
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
