An approach for the modeling of interface-body coupled nonlocal damage
Fiber Reinforced Plastic (FRP) can be used for strengthening concrete or masonry constructions. One of the main problem in the use of FRP is the possible detachment of the reinforcement from the support material. This paper deals with the modeling of the FRP-concrete or masonry damage interface, acc...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2013-04-01
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| Series: | Frattura ed Integrità Strutturale |
| Online Access: | https://212.237.37.202/index.php/fis/article/view/80 |
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