Effect of temperature on systems for the reinforcement of concrete
This paper presents an experimental work using prismatic specimens of hydraulic mortar reinforced on the exterior with steel or CFRP plates. The adhesive used was an epoxy. Two series of tests were made. In the first one, the specimens were exposed seven days to temperatures between 20 ºC and 250 ºC...
| Autor principal: | |
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| Outros Autores: | , , , |
| Formato: | bookPart |
| Idioma: | eng |
| Publicado em: |
2007
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/12367 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/12367 |