Experimental study on bond behavior of corroded reinforced concrete under coupling effect of fatigue load and elevated temperature
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Smart Materials for Construction
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (40)
Show source-provided references
1. Analysis of behaviour of corroded RC beams exposed to elevated temperatures
2. Numerical simulation of behavior of reinforced concrete structures considering corrosion effects on bonding10.1061/(ASCE)ST.1943-541X.0001021 ↗
3. Impact performances of RC beams at/after elevated temperature: A meso-scale study10.1016/j.engfailanal.2019.07.002 ↗
4. Post-fire performance of RC beams with critical lap splices – Experimental investigation and numerical validation
5. Residual capacity assessment of reinforced concrete D-Regions affected by corrosion10.1016/j.conbuildmat.2020.120228 ↗
6. Experimental study on bond durability of glass fiber reinforced polymer bars in concrete exposed to harsh environmental agents: Freeze-thaw cycles and alkaline-saline solution10.1016/j.compositesb.2016.10.083 ↗
7. State-of-the-art review on the bond properties of corroded reinforcing steel bar10.1016/j.conbuildmat.2019.04.077 ↗
8. Experimental study on bond behavior of corroded rebars coated by anti-corrosive materials in polymer cement mortar10.1016/j.conbuildmat.2021.124228 ↗
9. Prestress Loss Diagnostics in pretensioned concrete structures with corrosive cracking10.1061/(ASCE)ST.1943-541X.0002554 ↗
10. Modelling the interface bond strength of corroded reinforced concrete using hybrid machine learning algorithms
11. A. Garhwal, S. Sharma, D. Roy A B, Performance of Expanded Polystyrene (EPS) sandwiched concrete panels subjected to accelerated corrosion, Structures. 43 (2022) 1057–1072.10.1016/j.istruc.2022.07.020 ↗
12. Steel corrosion damage monitoring in reinforced concrete structures with the acoustic emission technique: A review10.1016/j.conbuildmat.2022.128732 ↗
13. Evaluation of bond performance of corroded steel bars in concrete after high temperature exposure10.1016/j.engstruct.2019.109479 ↗
14. Influence of elevated temperatures on bond performance between BFRP bars and concrete10.1016/j.engfracmech.2023.109303 ↗
15. Mechanical properties and bond strength degradation of GFRP and steel rebars at elevated temperatures10.1016/j.conbuildmat.2018.06.203 ↗
16. Bond-slip models for corroded RC members exposed to fire10.1061/(ASCE)ST.1943-541X.0003135 ↗
17. Refined simulation of bond-slip behavior between ribbed steel and concrete: Effects of initial stress and temperature10.1016/j.conbuildmat.2023.133166 ↗
18. Experimental evaluation of bond behavior between corroded reinforcing bars and concrete under elevated temperatures10.1061/JMCEE7.MTENG-15206 ↗
19. Analytical and numerical analyses of RC beams exposed to fire adopting a LITS trilinear constitutive law for concrete
20. Bond strength at high temperatures10.1680/macr.1981.33.115.75 ↗
21. Post corrosion bond-slip models for super ductile steel with concrete10.1016/j.conbuildmat.2021.122836 ↗
22. Finite element modeling of reinforced concrete beams exposed to fire10.1016/j.engstruct.2013.03.017 ↗
23. Bond strength of corroded reinforcements in concrete after high-temperature exposure10.1016/j.conbuildmat.2020.121400 ↗
24. C. Liu, L. Yan, J. Zheng, J. Miao, Y. Liu, Bond Deterioration between Corroded Reinforcing Bars with Variable Diameters and Concrete at Elevated Temperatures, 149 (2023) 1–15.10.1061/JSENDH.STENG-11967 ↗
25. Microstructures and mechanical properties after heating of reinforcing 500 MPa class weldable steels produced by various processes (Tempcore, microalloyed with vanadium and work-hardened)10.1016/j.conbuildmat.2004.01.001 ↗
26. Effect of high-temperature transient creep on response of reinforced concrete columns in fire10.1617/s11527-016-0903-8 ↗
27. Dynamic behavior of corroded RC slabs with macro-level stochastic finite element simulations10.1016/j.engstruct.2021.112056 ↗
28. Standardization Administration of the People's Republic of China. GB/T 50081-2019 Standard for test methods of concrete physical and mechanical properties, 2019.
29. Steel for the Reinforcement of Concrete - Part 2: Hot Rolled Ribbed Bars. GB/T 1499.2-2018.
30. Potentiostatic transient technique, a simple approach to estimate the corrosion current density and Stern-Geary constant of reinforcing steel in concrete10.1016/j.cemconres.2010.04.006 ↗
31. Experimental study on the effects of dynamic loading and seawater attack on bond behavior between basalt fiber reinforced polymer bars and seawater sea-sand concrete
32. Experimental study on dynamic bond behavior between reinforcement and concrete under fire
33. Behaviour of vertically loaded steel beams under a travelling fire10.1016/j.istruc.2022.07.084 ↗
34. Prediction of residual bond strengths between corroded steel bars and concrete after exposure to high temperatures10.1016/j.engfracmech.2023.109213 ↗
35. Evaluation of concrete degradation depending on heating conditions by ultrasonic pulse velocity10.1016/j.conbuildmat.2018.03.178 ↗
36. Experimental study and finite element analysis on residual carrying capacity of CLT wall-floor angle bracket connections after fire10.1016/j.conbuildmat.2022.127113 ↗
37. Guidelines for flexural resistance of FRP reinforced concrete slabs and beams in fire10.1016/j.compositesb.2013.10.007 ↗
38. Physicochemical, mineralogical, and morphological characteristics of concrete exposed to elevated temperatures10.1016/S0008-8846(01)00736-0 ↗
39. Bond performance of GFRP reinforcing bars under uniform or gradient temperature distributions10.1061/(ASCE)CC.1943-5614.0001169 ↗
40. Bond behavior between corroded steel bar and concrete under sustained load10.1016/j.conbuildmat.2021.125122 ↗