Effect of Bond-Slip on Dynamic Response of FRP-Confined RC Columns with Non-Linear Damping

Effect of Bond-Slip on Dynamic Response of FRP-Confined RC Columns with Non-Linear Damping

As a composite material, the damping energy consumption mechanism of fiber reinforced polymer-confined reinforced concrete (FRP-C RC) structure is very complex. In previous dynamic calculation models, the bond-slip effect for steel bars was often ignored, which would lead to a considerable error in...

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Bibliographic Details
Main Authors: Kun Guo, Qirui Guo, Yuanfeng Wang
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Applied Sciences
Subjects:
FRP-C RC columns
bond-slip
zero-length element
nonlinear damping
dynamic response
Online Access:https://www.mdpi.com/2076-3417/11/5/2124

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