Abstract
In this study, reinforcing method by screwing a high-tension bolt into anchor-bolt is proposed to improve plastic deformation capacity, where a gap of five millimeters is secured between the top of anchor-bolt and a high-tension bolt. Tension test of this type of reinforced anchor-bolt shows that performance is much upgraded comparing to the reinforced anchor-bolt without a gap, and the maximum strength and deformation capacity are predicted well by proposed equations (1) , (2) and (3). Shearing test shows that maximum strength of the thread of reinforced anchor-bolt is larger than that of original anchor-bolt.
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.
