1. Numerical analysis of reinforced composite beams encased with GFRP section using different types of shear connecters.
- Author
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Al-Ahmed, Ali Hussein Ali and Bahlol, Fahad Mohammed
- Subjects
CONCRETE beams ,FINITE element method ,SOFTWARE validation ,DEAD loads (Mechanics) ,GLASS fibers ,COMPOSITE construction ,WOODEN beams ,COMPOSITE columns - Abstract
In recent years, numerical models for static load evaluation have demonstrated enhanced reliability and precision. This is particularly significant due to the numerous challenges that engineering buildings face, including exposure to hostile environments that can adversely affect the materials used in their construction. The objective of this study was to propose an effective software simulation and validation methodology for evaluating the concrete behavior of composite reinforced beams and encased with (GFRP) Glass Fiber Reinforced Polymer I-sections under static loading conditions. The present study employed nonlinear finite element modeling using ABAQUS software. A study on numerical analysis was conducted to enhance understanding of reinforced composite beams performance under its influence of two statically applied point loads. Three parameters were used in the analysis of composite beams, namely the presence of GFRP I-section, type and positions of shear connectors. Therefore, it has been found that using of connectors in reinforced concrete composite beams can enhance stiffness and improve structural capacities by 9.16% and 20.83% for studs and C-channels respectively. The use of connectors on two surfaces contributes to the enhancement of flexural performance characteristics in concrete composite beams, resulting in a respective increase of 9%, 11% for studs and C-channels. In the case of beams with C-channel connectors, the slip values experience a notable decrease as a result of the enhanced stiffness and rigidity. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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