Effect of Loading Rate on the Bonding Strength between Rebar and Concrete
Abstract
In this study, the effect of loading rate on the bonding strength between rebar and concrete substrate is investigated through pull-out test on 24 concrete cylinders. The load capacity, shear deformation and fracture characteristics of the interface are examined carefully. It is found that with the increase of loading rate, the load capacity increases correspondingly and their relationship can be characterized with a semi-logarithm equation. The load-deflection curves expand with the increase of loading rate, which is an indication of a gradually increasing energy absorption capacity with the increase of loading rate. Generally, with higher loading rate, more energy is dissipated.
Recommended Citation
D. Yan and G. Chen, "Effect of Loading Rate on the Bonding Strength between Rebar and Concrete," Proceedings of the 2nd International Conference on Structures and Building Materials (2012, Hangzhou, China), vol. 450-451, pp. 122 - 125, Trans Tech Publications, Mar 2012.
The definitive version is available at https://doi.org/10.4028/www.scientific.net/AMR.450-451.122
Meeting Name
2nd International Conference on Structures and Building Materials (2012: Mar. 9-11, Hangzhou, China)
Department(s)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Bonding Strength; Loading Rate; Concrete Cylinders; Concrete Substrates; Deformation And Fracture; Energy Absorption Capacity; Load Capacity; Load-Deflection Curve; Pull-Out Test; Building Materials; Diffusion Bonding
International Standard Book Number (ISBN)
978-3037853481
International Standard Serial Number (ISSN)
1022-6680
Document Type
Article - Conference proceedings
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2012 Trans Tech Publications, All rights reserved.
Publication Date
01 Mar 2012
