Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Hayder A. Rasheed"'
Publikováno v:
ACI Structural Journal. 117
Autor:
Mohammed A. Zaki, Hayder A. Rasheed
Publikováno v:
Composite Structures. 262:113630
The premature debonding of Fiber Reinforced Polymer (FRP) sheets has been well studied and understood for normal weight concrete. This type of failure mode can be averted by keeping the maximum FRP strain below the debonding strain of FRP as specifie
Publikováno v:
Engineering Structures. 210:110304
The use of carbon fiber reinforced polymer (CFRP) anchors has been shown to improve the performance of reinforced concrete (RC) beams strengthened in flexure with CFRP sheets. This improvement results from delaying or controlling the debonding of FRP
Publikováno v:
Materials & Design. 53:972-982
This paper presents an experimental and an analytical investigation of the behavior of Reinforced Concrete (RC) beams strengthened in flexure by means of different combinations of externally bonded hybrid Glass and Carbon Fiber Reinforced Polymer (GF
Publikováno v:
Journal of Materials in Civil Engineering. 27
Strengthening and retrofitting structural members using carbon fiber reinforced polymer (CFRP) materials has gained wide acceptance in the civil engineering community because of their superior mechanical properties, light weight, corrosion resistance
Publikováno v:
Engineering Structures. 31:3072-3079
The use of Fiber Reinforced Polymer (FRP) has been established as one of the possible techniques to strengthen concrete beams in flexure and shear. Carbon Fiber Reinforced Polymer (CFRP) has been identified as the material of choice in civil infrastr
Publikováno v:
Structures Congress 2006.
Externally bonded FRP has been established as a successful technique for strengthening concrete members. Other techniques, like Near Surface Mounted (NSM) FRP bars, have emerged as viable alternatives. In this study, four composite-based strengthenin