Effect of CFRP location on flexural and axial behavior of SHS steel columns strengthened using CFRP
In recent years, the use of Carbon Fiber Reinforced Polymers (CFRP) for strengthening and retrofitting of steel structures has been considerably developed. Strengthening and retrofitting of structures have several reasons, including: design and calculation errors, lack of proper construction techniq...
Guardado en:
Autor principal: | Amir Hamzeh Keykha |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2017
|
Materias: | |
Acceso en línea: | https://doaj.org/article/f7f48eaf085a4eb18d3a4058139aeb4f |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Numerical and experimental investigation of hollow steel columns strengthened with carbon fiber reinforced polymer
por: Amir Hamzeh Keykha, et al.
Publicado: (2016) -
Experimental study on shear strengthening of steel beams using CFRP strips
por: Kambiz Narmashiri, et al.
Publicado: (2020) -
Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
por: Fathollah Sajedi, et al.
Publicado: (2021) -
Numerical Analysis on the Influence of the Cross Section of Ultimate Capacity of Reinforced Concrete Columns Reinforced with CFRP
por: Masooud Mahmoudabadi, et al.
Publicado: (2020) -
Numerical simulation of shear-strengthening of reinforced concrete beams by CFRP under cyclic loading
por: Shahbazpanahi,Shahriar, et al.
Publicado: (2019)