Paper Contents
Abstract
The experimental study concerns the behaviour of circular cross-sectional structures (such as piles or columns) under an axial compressive force. The study used 10 column specimens of 205mm in diameter and 800mm in height. The primary factors whose effects were investigated are: Spiral reinforcement ratio, Density (step) of spiral reinforcement, Ductility of spiral reinforcement, Strength of spiral reinforcement, and Possibilities for enhancing the mechanical behaviour (strength and ductility) of these components by using either special ties or fibre reinforced concrete. Stress-strain graphs are created using the results of the experiments, and they led to some intriguing findings.
Copyright
Copyright © 2023 KRISHNA MOHAN BHARTI . This is an open access article distributed under the Creative Commons Attribution License.
