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Bond Behavior between Concrete and Multi-Directional CFRP Laminates Using the MF-EBR Strengthening Technique
The strengthening technique based on the use of multi-directional laminates of CFRP simultaneously glued and fixed with anchors (MF-EBR) has been recently purposed. An experimental program composed of pullout tests was carried out in order to study the bond behavior between concrete and MF-EBR system. The diameter and number of anchors, the pre-stress level applied to the anchors, and the strengthening procedures were the main analyzed parameters. The present work describes the carried-out tests and presents and analyzes the most significant obtained results.
Bond Behavior between Concrete and Multi-Directional CFRP Laminates Using the MF-EBR Strengthening Technique
The strengthening technique based on the use of multi-directional laminates of CFRP simultaneously glued and fixed with anchors (MF-EBR) has been recently purposed. An experimental program composed of pullout tests was carried out in order to study the bond behavior between concrete and MF-EBR system. The diameter and number of anchors, the pre-stress level applied to the anchors, and the strengthening procedures were the main analyzed parameters. The present work describes the carried-out tests and presents and analyzes the most significant obtained results.
Bond Behavior between Concrete and Multi-Directional CFRP Laminates Using the MF-EBR Strengthening Technique
Coelho, Mario (Autor:in) / Fernandes, Pedro (Autor:in) / Sena-Cruz, Jose (Autor:in) / Barros, Joaquim (Autor:in)
2012
6 Seiten
Aufsatz (Konferenz)
Englisch
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