Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Hayder A. Rasheed"'
Publikováno v:
Composites Part B: Engineering. 176:107117
This paper presents the results for three full-scale T beams and three full-scale rectangular beams that were tested while strengthened with CFRP sheets and anchored using two types of CFRP spike anchors. For each beam type, the first specimen was lo
Publikováno v:
The IES Journal Part A: Civil & Structural Engineering. 5:95-105
In this study, the AASHTO LRFD provisions for combined shear and torsion have been investigated and their accuracy has been validated against experimental data. AASHTO LRFD (2008) provisions on combined shear and torsion have also been compared to th
Publikováno v:
The IES Journal Part A: Civil & Structural Engineering. 5:106-116
Shear provisions of ACI 318-11, general procedure and simplified procedure for prestressed and non-prestressed concrete beams using AASHTO LRFD (2008. Bridge design specification and commentary. Interim 2008. Washington, DC: AASHTO LRFD, 5.59–5.84)
Publikováno v:
Fibers
Volume 3
Issue 4
Pages 539-559
Fibers, Vol 3, Iss 4, Pp 539-559 (2015)
Volume 3
Issue 4
Pages 539-559
Fibers, Vol 3, Iss 4, Pp 539-559 (2015)
This research program is intended to verify the influence of using distributed external U-wrap CFRP anchorage to shift the failure mode from overall debonding to sectional flexural failure for concrete beams externally bonded with CFRP sheets. Premat
Publikováno v:
Mechanics of Advanced Materials and Structures. 18:172-180
A detailed 3D time domain transient thermal-stress finite element analysis is performed to study the heat transfer mechanism within a CFRP strengthened reinforced concrete beam for fire conditions initiating at the top of the beam. This loading scena
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,
Autor:
Hasan Charkas, Hayder A. Rasheed
Publikováno v:
SP-264: Serviceability of Concrete Members Reinforced with Internal/External FRP Reinforcement.
This paper will discuss how the use of externally bonded FRP plates and sheets has been established as an effective mean to strengthen concrete beams in flexure and shear. Several investigators have shown that the direct use of Branson equation does
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