Tensile behavior of FRP anchors made from CFRP ropes epoxy-bonded to uncracked concrete for flexural strengthening of RC columns
| Autor: | Franz N. Rad, Yasir M. Saeed, Wisam Amer Aules, Anis M. Raad |
|---|---|
| Rok vydání: | 2020 |
| Předmět: |
Materials science
Materials Science (miscellaneous) 0211 other engineering and technologies Anchoring 020101 civil engineering 02 engineering and technology 0201 civil engineering 021105 building & construction lcsh:TA401-492 CFRP ropes Composite material Bond strength Embedment Epoxy Fibre-reinforced plastic Reinforced concrete Rc columns Pullout Tensile behavior Flexural strengthening visual_art Strengthening visual_art.visual_art_medium lcsh:Materials of engineering and construction. Mechanics of materials FRP anchors Concrete |
| Zdroj: | Case Studies in Construction Materials, Vol 13, Iss, Pp e00435-(2020) |
| ISSN: | 2214-5095 |
| DOI: | 10.1016/j.cscm.2020.e00435 |
| Popis: | One of the major problems with using fiber reinforced polymer (FRP) in strengthening reinforced concrete (RC) structures is FRP premature debonding. Anchoring FRP materials to concrete has become associated with most of the strengthening techniques. One of the anchoring techniques is using handmade anchors made from FRP materials. In previous studies, most FRP anchors were made from rolling pre-cut FRP sheets and had short embedment ( |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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