Geopolymer- and Cement-Based Fabric-Reinforced Matrix Composites for Shear Strengthening of Concrete Deep Beams: Laboratory Testing and Numerical Modeling
This paper examines the effectiveness of using carbon fabric-reinforced matrix (C-FRM) composites to improve the shear response of reinforced concrete (RC) deep beams. Ten RC deep beams were tested. Test variables included the presence of internal steel stirrups, number of C-FRM layers, angle of inc...
Main Authors: | Nour Khir Allah, Tamer El-Maaddawy, Hilal El-Hassan |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-04-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/12/4/448 |
Similar Items
-
Investigation the behavior and shear ductility of RC deep beam strengthened by FRP
by: masumeh bahrami, et al.
Published: (2018-03-01) -
Shear Strengthening and Rehabilitation of Normal Reinforced Concrete Beams: A Review
by: Wrya Abdullah, et al.
Published: (2024-10-01) -
Influence of the Strengthening Configuration on the Shear Capacity of Reinforced Concrete Beams Strengthened with SRG (Steel-Reinforced Grout) Composites
by: Luciano Ombres, et al.
Published: (2022-06-01) -
Continuous Reinforced Concrete Beams Strengthened with Fabric-Reinforced Cementitious Matrix: Experimental Investigation and Numerical Simulation
by: Nouman Khattak, et al.
Published: (2021-12-01) -
Flexural and Shear Strengthening of Reinforced-Concrete Beams with Ultra-High-Performance Concrete (UHPC)
by: Farabi Bin Ahmed, et al.
Published: (2024-05-01)