A comparative study of continuous beams prestressed with bonded FRP and steel tendons
This paper presents a numerical investigation of the performance of continuous prestressed concrete beams with bonded fiber reinforced polymer (FRP) and steel tendons. A finite element model has been developed and is validated against the available test data. A numerical test is carried out on two-s...
Autor principal: | |
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Outros Autores: | , |
Formato: | article |
Idioma: | eng |
Publicado em: |
2015
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Assuntos: | |
Texto completo: | http://hdl.handle.net/10316/47468 |
País: | Portugal |
Oai: | oai:estudogeral.sib.uc.pt:10316/47468 |