Abstract
Fixity and behaviour of steel column base connection have been studied in the current investigation. Effects of components such as base plate, anchor bolts and stiffeners have been considered throughout a numerical study. A non-linear three dimensional finite element model has been utilized to simulate the column base connection. It is shown that in addition to the rigidity of the column base, behaviour such as moment-rotation property and stress distribution can be significantly influenced by altering the properties of its components. Besides, the upper and lower bounds for rotational stiffness and ultimate strength of column base connections were obtained and categorized. Analytical results indicate that by choosing a minimum thickness for base plate, appropriate size of stiffeners and careful arrangement of anchor bolts, a realistic and accurate design is reachable for both nominally fixed or pinned base plate.
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.
