Modified regression model for bond-slip constitutive relationship between high-strength steel rebars and UHP-FRC based on experimental tests

Modified regression model for bond-slip constitutive relationship between high-strength steel rebars and UHP-FRC based on experimental tests

Ultra-High-Performance Fiber Reinforced Concrete (UHP-FRC) has been widely applied due to its advantages over normal concrete. The bond strength between UHP-FRC and steel reinforcement, especially high-strength steel reinforcing bar, is the premise for an in-depth analysis of UHP-FRC's behavior...

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Bibliographic Details
Main Authors: Bo Yang, Kuanhong Mao, Jia-Hua Liu, Kang Chen, Mohamed Elchalakani
Format: Article
Language:English
Published: Elsevier 2024-07-01
Series:Case Studies in Construction Materials
Subjects:
UHP-FRC
High-strength reinforcing bars
Bond-slip model
Bond stress position function
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509524000822

Internet

http://www.sciencedirect.com/science/article/pii/S2214509524000822

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