Durability of externally strengthened concrete prisms with CFRP laminates and galvanized steel mesh attached with epoxy adhesives and mortar

Durability of externally strengthened concrete prisms with CFRP laminates and galvanized steel mesh attached with epoxy adhesives and mortar

The long-term bond degradation and strength retention of flexural bond prisms strengthened with carbon fiber-reinforced polymer (CFRP) composite and galvanized steel mesh (GSM) systems, bonded to concrete using epoxy adhesives and cement-based mortar under aggressive conditioning regimes are compare...

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Bibliographic Details
Main Author: Hawileh, Rami (author)
Other Authors: Douier, Kais (author), Gowrishankar, Prathibha (author), Abdalla, Jamal A. (author), Nuaimi, Nasser Al (author), Sohail, Muazzam Ghous (author)
Format: article
Published: 2024
Subjects:
Durability
Bond strength
Bond degradation
CFRP
Galvanized steel mesh
Strengthening
Aggressive conditioning
Online Access:http://dx.doi.org/10.1016/j.jcomc.2024.100493
https://www.sciencedirect.com/science/article/pii/S2666682024000628
http://hdl.handle.net/10576/64332
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http://dx.doi.org/10.1016/j.jcomc.2024.100493
https://www.sciencedirect.com/science/article/pii/S2666682024000628
http://hdl.handle.net/10576/64332

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