journal article·2022-09-01

Effect of Corrosion on Bond Strength and Development Length of Reinforcing Bar in Epoxy-Grouted Nut Coupler

Authors not provided

ACI Materials Journal· Volume 119· Issue 5
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Corrosion Behavior and Inhibition

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (28)

Show source-provided references
1. Almusallam, A. A., “Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars,” Construction and Building Materials, V. 15, No. 8, 2001, pp. 361-368. doi: 10.1016/S0950-0618(01)00009-510.1016/S0950-0618(01)00009-5 ↗
2. El Maaddawy, T. A., and Soudki, K. A., “Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 15, No. 1, 2003, pp. 41-47. doi: 10.1061/(ASCE)0899-1561(2003)15:1(41)10.1061/(ASCE)0899-1561(2003)15:1(41) ↗
3. IS 456:2000, “Plain and Reinforced Concrete - Code of Practice,” Bureau of Indian Standards, New Delhi, India.
4. BS EN 1992-1-1:2004+A1:2014, “Eurocode 2: Design of concrete structures — Part 1-1: General rules and rules for buildings,” British Standards Institution, London, UK.
5. AS 3600:2018, “Concrete Structures,” Standards Australia, Sydney, NSW, Australia.
6. GB 50010:2010, “Code for Design of Concrete Structures,” China Architecture and Building Press, Beijing, China.
7. Zhang, X., and Li, B., “Seismic Performance of Exterior Reinforced Concrete Beam-Column Joint with Corroded Reinforcement,” Engineering Structures, V. 228, 2021, p. 111556. doi: 10.1016/j.engstruct.2020.11155610.1016/j.engstruct.2020.111556 ↗
8. Bahekar, P. V., and Gadve, S. S., “Impressed Current Cathodic Protection of Rebar in Concrete Using Carbon FRP Laminate,” Construction and Building Materials, V. 156, 2017, pp. 242-251. doi: 10.1016/j.conbuildmat.2017.08.14510.1016/j.conbuildmat.2017.08.145 ↗
9. Zhang, Y.; Biçici, E.; Sezen, H.; and Zheng, S., “Reinforcement Slip Model Considering Corrosion Effects,” Construction and Building Materials, V. 235, 2020, p. 117348. doi: 10.1016/j.conbuildmat.2019.11734810.1016/j.conbuildmat.2019.117348 ↗
10. Fernandez, I.; Bairán, J. M.; and Marí, A. R., “Corrosion Effects on the Mechanical Properties of Reinforcing Steel Bars Fatigue and σ-ε Behaviour,” Construction and Building Materials, V. 101, 2015, pp. 772-783. doi: 10.1016/j.conbuildmat.2015.10.13910.1016/j.conbuildmat.2015.10.139 ↗
11. Cheng, H.; Li, H.-N.; Biondini F. Wang, D.-S.; and Zou, Y., “Strain Penetration Effect on Cyclic Response of Corroded RC Columns,” Engineering Structures, V. 243, 2021, p. 112653. doi: 10.1016/j.engstruct.2021.11265310.1016/j.engstruct.2021.112653 ↗
12. Kang, T.; Shin, M.; and Mitra, N., “Headed Reinforcement Applications for Reinforced Concrete Beam Column Connections,” Structures Congress: Don’t Mess with Structural Engineers, 2009, pp. 1505-1514.10.1061/41031(341)164 ↗
13. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 623 pp.
14. Thompson, M. K.; Ziehl, M. J.; Jirsa, J. O.; and Breen, J. E., “CCT Nodes Anchored by Headed Bars—Part 1: Behavior of Nodes,” ACI Structural Journal, V. 102, No. 6, Nov.-Dec. 2005, pp. 808-815.10.14359/14788 ↗
15. Thompson, M. K.; Jirsa, J. O.; and Breen, J. E., “CCT Nodes Anchored by Headed Bars—Part 2: Capacity of Nodes,” ACI Structural Journal, V. 103, No. 1, Jan.-Feb. 2006, pp. 65-73.10.14359/15087 ↗
16. Thompson, M. K.; Ledesma, A.; Jirsa, J. O.; and Breen, J. E., “Lap Splices Anchored by Headed Bars,” ACI Structural Journal, V. 103, No. 2, Mar.-Apr. 2006, pp. 271-279.10.14359/15185 ↗
17. Shao, Y.; Darwin, D.; O’Reilly, M.; Lequesne, R. D.; Ghimire, K.; and Hano, M., “Anchorage of Conventional and High-Strength Headed Reinforcing Bars,” SM Report No. 117, University of Kansas Center for Research, Lawrence, KS, Aug. 2016, 234 pp.
18. Breña, S.; Messier, J.; and Peterfreund, S., “Behavior of Straight and T-Headed ASTM A1035/A1035M Bar Splices in Flexural Members,” ACI Structural Journal, V. 115, No. 1, Jan. 2018, pp. 79-90. doi: 10.14359/5170078210.14359/51700782 ↗
19. Einea, A.; Yamane, T.; and Tadros, M., “Grout-Filled Pipe Splices for Precast Concrete Construction,” PCI Journal, V. 40, No. 1, 1995, pp. 82-93. doi: 10.15554/pcij.01011995.82.9310.15554/pcij.01011995.82.93 ↗
20. Austin, S. A.; Lyons, R.; and Ing, M. J., “Electrochemical Behavior of Steel-Reinforced Concrete during Accelerated Corrosion Testing,” Corrosion Science, V. 60, No. 2, 2004, pp. 203-212. doi: 10.5006/1.328772210.5006/1.3287722 ↗
21. Gadve, S.; Mukherjee, A.; and Malhotra, S. N., “Corrosion Protection of Fiber-Reinforced Polymer-Wrapped Reinforced Concrete,” ACI Materials Journal, V. 107, No. 4, July-Aug. 2010, pp. 349-356.10.14359/51663860 ↗
22. Haris, “Mechanical Properties of Reinforcing Steel Bars Corroded at Different Levels,” ACI Materials Journal, V. 118, No. 4, July 2021, pp. 109-120.10.14359/51732795 ↗
23. Imperatore, S.; Rinaldi, Z.; and Drago, C., “Degradation Relationships for the Mechanical Properties of Corroded Steel Rebars,” Construction and Building Materials, V. 148, 2017, pp. 219-230. doi: 10.1016/j.conbuildmat.2017.04.20910.1016/j.conbuildmat.2017.04.209 ↗
24. NZS3101-2006+A1-3, “Concrete Structures Standard Part 1: The Design of Concrete Structures,” Standards New Zealand, Sydney, NSW, Australia.
25. IS 1786:2008, “High Strength Deformed Steel Bars and Wires for Concrete Reinforcement-Specification,” Bureau of Indian Standards, New Delhi, India, 2008.
26. Caré, S., and Raharinaivo, A., “Influence of Impressed Current on the Initiation of Damage in Reinforced Mortar Due to Corrosion of Embedded Steel,” Cement and Concrete Research, V. 37, 2007, pp. 1598-1612.10.1016/j.cemconres.2007.08.022 ↗
27. ASTM G1-90, “Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens,” ASTM International, West Conshohocken, PA, 1999, 20 pp.
28. BS EN 1990:2002, “Eurocode: Basis of Structural Design,” British Standards Institution, London, UK, 2002.