Bond-Slip Behaviors Between BFRP Bar and Ecological High Ductility Concrete Using the Beam Test
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2032-6.pdf
Reference33 articles.
1. Arslan ME, Pul S (2020) Bond behavior investigation of ordinary concrete-rebar with hinged beam test and eccentric pull-out test. Computers and Concrete 26:587–593, DOI: https://doi.org/10.12989/cac.2020.26.6.587
2. Baktheer A, Spartali H, Hegger J, Chudoba R (2021) High-cycle fatigue of bond in reinforced high-strength concrete under push-in loading characterized using the modified beam-end test. Cement and Concrete Composites 118:103978, DOI: https://doi.org/10.1016/j.cemconcomp.2021.103978
3. Barham WS, Albiss B, Latayfeh O (2021) Influence of magnetic field treated water on the compressive strength and bond strength of concrete containing silica fume. Journal of Building Engineering 33:101544, DOI: https://doi.org/10.1016/j.jobe.2020.101544
4. Basaran B, Kalkan I (2020) Investigation on variables affecting bond strength between FRP reinforcing bar and concrete by modified hinged beam tests. Composite Structures 242:112185, DOI: https://doi.org/10.1016/j.compstruct.2020.112185
5. Beum KS, Han SJ, Hang LD, Seung-Ho C, Young-Hun O, Su KK (2018) Bond strength of reinforcing bars considering failure mechanism. Engineering Failure Analysis 94:327–338, DOI: https://doi.org/10.1016/j.engfailanal.2018.08.008
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