Abstract
A mechanics model is developed in this paper for concrete filled steel tubular (CFST) columns subjected to constant axial load and cyclically increasing flexural loading after exposure to ISO-834 standard fire. The predicted cyclic responses for the composite columns are in good agreement with the test results. Based on the theoretical model, parametric analysis was performed on the behaviours of moment ( M) versus curvature ( ϕ) response, and lateral load ( P) versus lateral displacement (Δ) relationship for the composite columns after exposure to fire. Finally, simplified hysteretic models for the moment ( M) versus curvature ( ϕ) response, and the lateral load ( P) versus lateral displacement (Δ) relationship were suggested.
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 callDisclaimer: 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.
