Overview on the bonding of reinforced concrete under pristine, corrosive and freeze-thaw conditions. Issue 7 (3rd April 2019)

• Record Type: Journal Article
• Authors: Pei, Pei; Zheng, Shansuo; Zhang, Yixin; Dong, Liguo
• Is Part Of: Journal of adhesion science and technology. Volume 33:Issue 7(2019)
• Page Start: 761
• Page End: 789
• Publication Date: 2019-04-03
• Subjects: RC structures -- bond-slip behavior -- corrosion penetration -- strain penetration -- pullout tests -- freeze-thaw damage; Adhesion -- Periodicals; Adhesives -- Periodicals; 668.3
• DOI: 10.1080/01694243.2018.1559439
• Languages: English
• ISSNs: 0169-4243

Abstract

Abstract: The bond-slip behavior at the steel-concrete interface plays a significant role in the performance of reinforced concrete (RC) structures. In the past few decades, there has been a growing interest in the effects of interfacial interaction between concrete and reinforcement, especially for the bond-slip behavior incorporating corrosion penetration and freeze-thaw action. This literature review summarizes the state of the art by presenting a brief description of experimental and numerical investigations on the bond-slip behavior of reinforcing bars embedded in concrete under pristine, corrosive and freeze-thaw conditions. The main objective of this paper is to highlight gaps in existing research and to point out future research trends for further advancing bond-slip research, intended to provide reliable prediction and assessment for existing structures.