Flexural Strength Design of Hybrid FRP-Steel Reinforced Concrete Beams
Through proper arranging of a hybrid combination of longitudinal fiber reinforced polymer (FRP) bars and steel bars in the tensile region of the beam, the advantages of both FRP and steel materials can be sufficiently exploited to enhance the flexural capacity and ductility of a concrete beam. In th...
Main Authors: | Binbin Zhou, Ruo-Yang Wu, Yangqing Liu, Xiaohui Zhang, Shiping Yin |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-10-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/14/21/6400 |
Similar Items
-
Flexure Revisited: Strength of Singly Reinforced Beams- A Simple Approach
by: Raid I. Khalel, et al.
Published: (2015-01-01) -
EVALUATION OF FLEXURAL CAPACITY AND DUCTILITY ON HIGH-STRENGTH CONCRETE BEAMS REINFORCED WITH FRP REBAR AND STEEL FIBER
by: Jinzhang Li
Published: (2018-10-01) -
Flexural Behavior of Beams Reinforced with Steel Bars Exceeding the Nominal Yield Strength
by: Abdelhamid Charif, et al. -
Experimental study to evaluate the flexural behavior of concrete beams reinforced with CFRP grid
by: Sangwon Ji, et al.
Published: (2024-07-01) -
Curvature ductility prediction of reinforced high‐strength concrete beam sections
by: Guray Arslan, et al.
Published: (2010-12-01)