Anchorage of naturally corroded, plain reinforcement bars in flexural members

• Published in: Materials and structures Vol. 53; no. 2
• Main Authors: Robuschi, Samanta, Lundgren, Karin, Fernandez, Ignasi, Flansbjer, Mathias
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 2020; Springer Nature B.V
• Subjects: Arch bridges; Bars; Bond strength; Bond strength (materials); Bonding strength; Bottom casting; Building construction; Building Materials; Civil Engineering; Concrete; Concrete structures; Concretes; Corrosion; Corrosion effects; Corrosion levels; Corrosion tests; Engineering; Large deflection; Levels; Machines; Manufacturing; Materials Science; Natural corrosion; Original Article; Plain bars; Plain reinforcement; Post-yielding; Processes; Rebar; Reinforced concrete; Reinforcement; Reinforcement bar; Solid Mechanics; Standard deviation; Structural damage; Theoretical and Applied Mechanics; Three point bending; Three-point bending test; Post-yielding; Bond strength; Concrete; Three-point bending test; Natural corrosion; Plain bars
• ISSN: 1359-5997; 1871-6873; 1871-6873
• DOI: 10.1617/s11527-020-01471-2

Reinforced concrete structures are often damaged by corrosion, which affects the interaction between reinforcement bars and concrete. Earlier studies mostly applied artificial corrosion to test the bond between deformed bars and concrete. However, there is a lack of knowledge on the effects of natural corrosion on plain bars. In this paper, 20 beams with naturally corroded plain bars and varying amount of damage were taken from an 80-year-old bridge and tested in three-point bending. All but three of the specimens anchored the yield force of the bars after the opening of one or two major bending cracks. At large deflections, the load-carrying mechanism changed from beam to arch action. Eventually, end-slip of the reinforcement bars was observed. The bars were extracted, cleaned, three-dimensionally scanned, and tested in tension. The average bond strength in the unyielded zone was found to be equal to 7.39 MPa, with a standard deviation of 3.33 MPa. The casting position was identified as an important factor: when uncorroded, bottom-cast bars had a higher bond strength than that of top-cast bars. However, they were more prone to splitting cracks and, consequently, loss of bond strength for small corrosion levels. Top-cast bars had increasing bond strength with increasing corrosion levels, owing to the absence of external cracks. These differences were likely related to a denser concrete surrounding the bottom-cast bars. The remaining bond capacity in the yielded zones was evaluated to be approximately 1.0 MPa.