Numerical investigation on the fatigue life of non‐cracked metallic plates repaired with bonded CFRP
Author:
Affiliation:
1. Department of Civil Engineering Faculty of Engineering University of Porto (FEUP) Porto Portugal
2. Department of Mechanical Engineering Faculty of Engineering University of Porto (FEUP) Porto Portugal
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1405
Reference31 articles.
1. Strengthening of a steel railway bridge and its impact on the dynamic response to passing trains
2. Fatigue resistance and repairs of riveted bridge members
3. A.Basseti A.Nussbaumer andP.Colombi “Repair of Riveted Bridge Members Damaged By fatigue using CFRP materials ” inAdvanced FRP Materials for Civil Structures 2000 pp.33–42.
4. Analysis of cracked steel members reinforced by pre-stress composite patch
5. Application of Fiber Reinforced Polymer Overlays to Extend Steel Fatigue Life
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