Wrapping and anchoring effects on CFRP strengthened reinforced concrete arches subjected to blast loads
Author:
Affiliation:
1. State Key Laboratory for Disaster Prevention and Mitigation of Explosion and Impact Army Engineering University of PLA Nanjing China
2. School of Architecture Engineering Nanjing Institute of Technology Nanjing China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000394
Reference25 articles.
1. Blast resistance characteristics of concrete with different types of fibre reinforcement
2. Retrofit scheme of FRP jacketing system for blast damage mitigation of non-ductile RC building frames
3. Are FRPs the Way Forward for the Blast Retrofitting of Reinforced Concrete Structures?
4. Experimental study on fracture behavior of notched self‐consolidating concrete beam strengthened with off‐axis CFRP sheet
5. Research on dynamic response of concrete‐filled steel tube columns confined with FRP under blast loading;Dong J;Shock Vib,2019
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