Study of the Anchorage Seismic Performance for Beam-Ends Strengthened by Bonded Rebars

Abstract:

This article firstly designed four specimens, including a contrastive specimen and three chemical anchorage reinforcement specimens which reinforcing the beam ends in different ways and then applied low-cycle reciprocating to the four specimens. This paper analyzed the anchor failure performance of the anchorage specimens by testing and data .The research concluded that the chemical anchorage can meet the component single drawing to components yield without failure. With the increasing of the loading series and the cycles improving, the parts of the anchor bars were pulled out.

• Periodical: Advanced Materials Research (Volumes 912-914)
• Pages: 783-789
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.912-914.783
• Online since: April 2014
• Authors: Ying Li Liu*, Li Xing Tao, Jun Hong Huan, Fu Quan Xu
• Keywords: Anchorage Seismic Performance, Frame Joints, Low Cycle Load, Negative Moment Reinforcement

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