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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| Other Authors: | , , , , |
| Format: | article |
| Published: |
2024
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| 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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