Abstract
Parametric analyses were carried out. Variable was the height of the column. Design criteria was proposed to prevent the bond failure of beam bars in the joint. The length of the yield penetration region in the joint was evaluated by the following equation, [numerical formula] where μ was the ductility factor, ε_y was the yield strain of beam bar, ε_<SH> was the strain at the onset of strain hardening, and l' was the shear span length of the beam. The effects of the pull-out from the joint upon the bond failure of column bars in short columns were also studied. Considering these effects, design criteria to prevent the failure was proposed.
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: Journal of Structural and Construction Engineering (Transactions of AIJ)
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.
