Experimental and numerical investigation of the cyclic response of stainless steel reinforced concrete columns

Corrosion of carbon steel reinforcement is the major cause of premature deterioration of reinforced concrete infrastructures. There is increasing interest in the use of maintenance-free materials such as stainless steel reinforcement in concrete, with inherent durability and resistance to various fo...

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Detalhes bibliográficos
Autor principal: José Melo (author)
Outros Autores: Sheida Afshan (author), Tiziana Rossetto (author), Humberto Varum (author), António Arêde (author)
Formato: article
Idioma:eng
Publicado em: 2022
Assuntos:
Texto completo:https://hdl.handle.net/10216/138805
País:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/138805