Study of the Effect of Fiber Reinforced Concrete (FRC) Enclosed With Fiber Reinforced Polymers on The Column Under Fnite Element Analysis
Publish Year: 1400
Type: Journal paper
Language: English
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Document National Code:
JR_JCEMA-5-4_003
Index date: 7 March 2022
Study of the Effect of Fiber Reinforced Concrete (FRC) Enclosed With Fiber Reinforced Polymers on The Column Under Fnite Element Analysis abstract
Composite columns are columns consisting of a base section and one or more reinforcing sections (filler or filler). The components of a composite do not combine chemically so that the components fully retain their chemical and natural nature, and there is a certain common surface between the components. In terms of the reinforcing section, composites are divided into fiber-reinforced composites (FRC) and particle-reinforced composites (PRC). FRP composite profiles are composite materials that are obtained from carbon, glass, or aramid fibers embedded in a polymer resin (epoxy resin or polyester resin) and as a suitable alternative for areas where the use of steel profiles due to severe corrosion and Or the existence of strong magnetic fields is impossible. Common composite columns are a combination of concrete and composite steels, including FRP rebars and other types of composite rebars. In this research, the study of structural columns made of fiber reinforced concrete (FRP) surrounded by fiber-reinforced polymers (FRC) is presented. Modeling will be performed using Abaqus finite element software. After performing numerical analysis, it was found that fiber concrete has a better and better functional behavior than the column with ordinary concrete, and also, the effect of reinforced fibers increases the compressive strength of the column.
Study of the Effect of Fiber Reinforced Concrete (FRC) Enclosed With Fiber Reinforced Polymers on The Column Under Fnite Element Analysis Keywords:
Study of the Effect of Fiber Reinforced Concrete (FRC) Enclosed With Fiber Reinforced Polymers on The Column Under Fnite Element Analysis authors
Seyed Ali Mousavi Davoudi
Department of Civil Engineering, Tabari University of higher Education, Babol, Iran.
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