An experimental study on the flexural behaviour of FRP RC bemas and comparison of the ultimate moment capacity with ACI
As it is known, fiber reinforced polymer (FRP) bars are typically quite different from those of steel bars and they depend mainly on both matrix and fibers type, as well as on their volume fraction; although generally, FRP bars have lower weight, lower modulus of elasticity, but higher strength than...
Main Authors: | Chitsazan, I., Kobraei, M., Jumaat, Mohd Zamin, Shafigh, P. |
---|---|
Format: | Article |
Language: | English |
Published: |
Journal of Civil Engineering and Construction Technology
2010
|
Subjects: | |
Online Access: | http://eprints.um.edu.my/6018/1/An_experimental_study_on_the_flexural_behaviour_of_FRP_RC_bemas_and_comparison_of_the_ultimate_moment_capacity_with_A.pdf |
Similar Items
-
An experimental study on shear reinforcement in RC beams using CFRP-bars
by: Kobraei, M., et al.
Published: (2011) -
Flexural behaviour of RC beams strengthened with wire mesh-epoxy composite
by: Qeshta, I.M.I., et al.
Published: (2015) -
Debonding failure analysis of prestressed FRP strengthened RC beams
by: Hoque, Nusrat, et al.
Published: (2018) -
Performance of End Anchored Steel Plate and Cfrp Laminate Flexurally Strengthened R.C. Beams
by: Jumaat, Mohd Zamin, et al.
Published: (2009) -
Flexural strengthening of RC continuous T beam using CFRP laminate: a review
by: Jumaat, Mohd Zamin, et al.
Published: (2010)