Time-dependent reliability analyses of prestressed concrete girders strengthened with CFRP laminates
This paper presents a time-dependent reliability analysis of prestressed concrete girders subjected to degradation caused by pitting corrosion. The procedure presented includes the effects of both spatial and temporal pitting corrosions on prestressing steel, as well as the degradation of the streng...
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| Outros Autores: | , , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2021
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10400.8/4125 |
| País: | Portugal |
| Oai: | oai:iconline.ipleiria.pt:10400.8/4125 |