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References (21)
-
S. Yin, Yang Yang, Tao Ye, Y. Li (2017)
Experimental Research on Seismic Behavior of Reinforced Concrete Columns Strengthened with TRC under Corrosion EnvironmentJournal of Structural Engineering-asce, 143
-
Y. Auyeung, P. Balaguru, L. Chung (2000)
BOND BEHAVIOR OF CORRODED REINFORCEMENT BARSAci Materials Journal, 97
-
Yingshu Yuan, Yongsheng Ji, Surendra Shah (2007)
Comparison of Two Accelerated Corrosion Techniques for Concrete StructuresAci Structural Journal, 104
-
E. Güneyisi, Kasım Mermerdaş, A. Gültekin (2016)
Evaluation and modeling of ultimate bond strength of corroded reinforcement in reinforced concrete elementsMaterials and Structures, 49
-
C. Papakonstantinou, P. Balaguru, Y. Auyeung (2011)
Influence of FRP confinement on bond behavior of corroded steel reinforcementCement & Concrete Composites, 33
-
A. Pourasee, A. Peled, J. Weiss (2011)
Fluid Transport in Cracked Fabric-Reinforced-Cement-Based CompositesJournal of Materials in Civil Engineering, 23
-
Denvid Lau, Q. Qiu, A. Zhou, C. Chow (2016)
Long term performance and fire safety aspect of FRP composites used in building structuresConstruction and Building Materials, 126
-
S. Coccia, S. Imperatore, Z. Rinaldi (2016)
Influence of corrosion on the bond strength of steel rebars in concreteMaterials and Structures, 49
-
Hongwei Lin, Yu-Xi Zhao, J. Ožbolt, H. Reinhardt (2017)
Bond strength evaluation of corroded steel bars via the surface crack width induced by reinforcement corrosionEngineering Structures, 152
-
S. Yin, C. Peng, Zhefei Jin (2017)
Research on Mechanical Properties of Axial-Compressive Concrete Columns Strengthened with TRC under a Conventional and Chloride Wet-Dry Cycle EnvironmentJournal of Composites for Construction, 21
-
P. Mehta, R. Burrows (2001)
Building Durable Structures in the 21st CenturyConcrete international, 23
-
W. Xiao-gang (2009)
Confining effects of carbon fiber composite sheets on bond behavior between corroded steel bars and concreteJournal of Building Structures
-
M. Prieto, P. Tanner, C. Andrade (2016)
Multiple linear regression model for the assessment of bond strength in corroded and non-corroded steel bars in structural concreteMaterials and Structures, 49
-
S. Yin, Shilang Xu, H. Lv (2014)
Flexural Behavior of Reinforced Concrete Beams with TRC Tension Zone CoverJournal of Materials in Civil Engineering, 26
-
Y. Al-Salloum, N. Siddiqui, H. Elsanadedy, A. Abadel, M. Aqel (2011)
Textile-Reinforced Mortar versus FRP as Strengthening Material for Seismically Deficient RC Beam-Column JointsJournal of Composites for Construction, 15
-
Yingwu Zhou, L. Dang, L. Sui, Dawang Li, Xue-Mei Zhao, F. Xing, Yufei Wu (2017)
Experimental study on the bond behavior between corroded rebar and concrete under dual action of FRP confinement and sustained loadingConstruction and Building Materials, 155
-
K. Kim, S. Jang, B. Jang, B. Oh (2010)
Modeling Mechanical Behavior of Reinforced Concrete due to Corrosion of Steel BarAci Materials Journal, 107
-
M. Lieboldt, V. Mechtcherine (2013)
Capillary transport of water through textile-reinforced concrete applied in repairing and/or strengthening cracked RC structuresCement and Concrete Research, 52
-
S. Yin, B. Wang, Fei Wang, Shilang Xu (2017)
Bond investigation of hybrid textile with self-compacting fine-grain concreteJournal of Industrial Textiles, 46
-
C. Berrocal, Ignasi Fernandez, K. Lundgren, I. Löfgren (2017)
Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRCComposites Part B-engineering, 113
-
V. Mechtcherine (2013)
Novel cement-based composites for the strengthening and repair of concrete structuresConstruction and Building Materials, 41
- Publisher
- Emerald Publishing
- Copyright
- © Emerald Publishing Limited
- ISSN
- 0003-5599
- DOI
- 10.1108/acmm-12-2018-2040
- Publisher site
- See Article on Publisher Site
Abstract
This paper aims to evaluate the bonding properties of textile reinforced concrete (TRC)-confined concrete and corroded plain round bars.Design/methodology/approachThe bonding performance of three types of specimens (not reinforced, reinforced after corrosion and reinforced before corrosion) was studied by a central pull out test.FindingsThe ultimate bond strength between the corroded steel bars and the concrete is improved when the corrosion ratio is small. After cracking, the degree of corrosion continues to grow and the ultimate bond strength decreases. TRC reinforcement has no detectable effect on the interfacial bonding properties between concrete and plain round bars when the corrosion of steel bars is small; however, when the concrete cracks under the action of rust corrosion, the TRC constraints can effectively improve the bonding performance of the two components.Practical implicationsTRC layer significantly delayed the chloride penetration rate, which can effectively limit the development of corrosion cracking.
Journal
Anti-Corrosion Methods and Materials – Emerald Publishing
Published: Aug 22, 2019
Keywords: Bond strength; Textile reinforced concrete; Bond behaviour; Calculation model; Corroded steel bars