Nonlinear Analysis of Prestressed Concrete Beams with GFRP Sheets by Finite Element Method

This paper describes a numerical method for the full-range analysis of prestressed concrete flexural beams strengthened with prestressed glass fiber-reinforced polymper (GFRP) sheets, focusing on ductility and flexural strength behaviour. Prestressing concrete structures cause increased flexural str...

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Autores principales: mohsen izadinia, Mohammad Sina Sharifi
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/78f5865980b64a7495041ad98c49ab7d
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