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...
Enregistré dans:
Auteurs principaux: | mahmood naderi, Siamak Esmealizadeh |
---|---|
Format: | article |
Langue: | FA |
Publié: |
Iranian Society of Structrual Engineering (ISSE)
2019
|
Sujets: | |
Accès en ligne: | https://doaj.org/article/a067628264794e40950e037c5fb6a4fc |
Tags: |
Ajouter un tag
Pas de tags, Soyez le premier à ajouter un tag!
|
Documents similaires
-
Numerical simulation of shear-strengthening of reinforced concrete beams by CFRP under cyclic loading
par: Shahbazpanahi,Shahriar, et autres
Publié: (2019) -
Numerical analysis of Fracture behavior of CFRP Sheet–Strengthened notched Concrete Beams
par: monireh Sanghi, et autres
Publié: (2020) -
Shear behavior of reinforced concrete beams strengthened by CFRP strips
par: Mohammed Abd Lubna
Publié: (2021) -
Shear behavior of CFRP- reinforced concrete beams using FEM
par: Sakban,A. K., et autres
Publié: (2021) -
Experimental study on shear strengthening of steel beams using CFRP strips
par: Kambiz Narmashiri, et autres
Publié: (2020)