Finite Element Analysis of Glass Fiber-Reinforced Polymer-(GFRP) Reinforced Continuous Concrete Beams
Fiber-reinforced concrete (FRC) is a competitive solution for the durability of reinforced structures. This paper aims to observe the moment redistribution behavior occurring due to flexural and shear loading in Glass Fiber-Reinforced Polymer- (GFRP) reinforced continuous concrete beams. A rectangul...
Main Authors: | Hazem Ahmad, Amr Elnemr, Nazam Ali, Qudeer Hussain, Krisada Chaiyasarn, Panuwat Joyklad |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-12-01
|
Series: | Polymers |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-4360/13/24/4468 |
Similar Items
-
Effects of Internal Force Redistribution on the Limit States of Continuous Beams with GFRP Reinforcement
by: Nikola Baša, et al.
Published: (2020-06-01) -
NUMERICAL STUDY OF CONCRETE DEEP BEAMS REINFORCED BY INCLINED WEB STIRRUPS
by: Ahmed Drar, et al.
Published: (2022-05-01) -
Prediction of shear strength of FRP reinforced beams with and without stirrups using (GP) technique
by: Ahmed M. Ebid, et al.
Published: (2021-09-01) -
SHEAR CAPACITY OF REINFORCED CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT: A REVIEW
by: Mariam Ibraheem, et al.
Published: (2023-09-01) -
Experimental and analytical study on the behavior of hybrid GFRP/steel bars in reinforced concrete deep beams
by: Shoeib Ata El-Kareim, et al.
Published: (2022-03-01)