Numerical modelling of the Concrete Beams Strengthened with externally bonded CFRP Fabrics at High Temperatures

The use of externally bonded fiber reinforced polymer (FRP) has been proven to be an effective and efficient method to strengthen deficient concrete components and structures. This paper presents numerical investigations on the de-bonding behavior of concrete beams strengthened with externally bonde...

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Autores principales: mahmood naderi, Siamak Esmealizadeh
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/a067628264794e40950e037c5fb6a4fc
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