Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Hayder A. Rasheed"'
Publikováno v:
Journal of Building Engineering. 44:103377
This paper presents an experimental, analytical and numerical comparison of the behavior of lightweight and normal weight concrete beams strengthened with externally bonded high modulus carbon fiber. The main objective of this paper is to study the e
Autor:
Hayder A. Rasheed, Rami A. Hawileh
Publikováno v:
International Journal of Advanced Structural Engineering, Vol 9, Iss 4, Pp 315-323 (2017)
This paper presents a numerical study that investigates the behavior of continuous concrete decks doubly reinforced with top and bottom glass fiber reinforced polymer (GFRP) bars subjected to top surface fire. A finite element (FE) model is developed
Publikováno v:
Journal of Structural Fire Engineering. 5:1-24
This paper presents a numerical study that investigates the performance of reinforced concrete (RC) T-beams externally strengthened with carbon fibre reinforced polymer (CFRP) plates when subjected to fire loading. A finite element (FE) model is deve
Autor:
Hayder A. Rasheed, Elias I. Saqan
Publikováno v:
Journal of the Franklin Institute. 348:1588-1604
Recent research in concrete analysis and design has revealed that the shear capacity contributed by concrete correlates well with the neutral axis depth. While nonlinear analysis calculation of the neutral axis depth is trivial for reinforced concret
Autor:
NH Motto, Hayder A. Rasheed
Publikováno v:
Australian Journal of Structural Engineering. 11:103-116
Externally-bonded fibre-reinforced polymer (FRP) has been established as the technology of choice to strengthen reinforced concrete beams. Researchers and practicing engineers have recently developed design guidelines for FRP strengthening. However,
Publikováno v:
Composite Structures. 65:193-204
The use of FRP bars to reinforce concrete structures has received a great deal of attention in recent years. It is considered as one of the most prominent solutions that may overcome the corrosion deficiency of reinforcing steel bars under long-term
Publikováno v:
Journal of Structural Engineering. 130:1087-1096
The external fiber reinforced polymer (FRP) flexural and shear strengthening of reinforced concrete beams is a well-established technique for structural rehabilitation and upgrade. In the present work, an analytical solution is developed for the load
Autor:
N. Hatami, Hayder A. Rasheed
Publikováno v:
SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures.
Synopsis: Externally bonded FRP has been established as the technology of choice to strengthen RC beams. Researchers and practicing engineers have recently developed design guidelines for FRP strengthening. However, the current state of the art flexu
Publikováno v:
Scopus-Elsevier
The need to upgrade the capacity of structural members is growing due to the aging infrastructure elements and the expanding volume of traffic. The use of external fiber-reinforced polymer plates bonded to the tensile face of beams has proven to be e