Finite Element Analysis of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer
5
Issued Date
2025-12-01
Resource Type
ISSN
26766957
eISSN
24763055
Scopus ID
2-s2.0-105028901786
Journal Title
Civil Engineering Journal Iran
Volume
11
Issue
12
Start Page
5074
End Page
5088
Rights Holder(s)
SCOPUS
Bibliographic Citation
Civil Engineering Journal Iran Vol.11 No.12 (2025) , 5074-5088
Suggested Citation
Sinthorn P., Kosittammakul A., Tirapat S., Foytong P., Intarit P.I., Sapsathiarn Y., Kaewjuea W., Thongchom C., Chindaprasirt P. Finite Element Analysis of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer. Civil Engineering Journal Iran Vol.11 No.12 (2025) , 5074-5088. 5088. doi:10.28991/CEJ-2025-011-12-09 Retrieved from: https://repository.li.mahidol.ac.th/handle/123456789/114710
Title
Finite Element Analysis of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer
Corresponding Author(s)
Other Contributor(s)
Abstract
The increasing demand for corrosion-resistant reinforcement in concrete structures has highlighted the potential of basalt fiber-reinforced polymer (BFRP) bars as a sustainable alternative to conventional steel reinforcement. However, the flexural behavior of BFRP-reinforced concrete beams remains insufficiently characterized, particularly through advanced numerical simulation. This study develops and validates a finite element model (FEM) to analyze the flexural performance of BFRP-reinforced concrete beams and to compare it with that of steel-reinforced beams. Eight beam specimens (200 × 300 × 3,100 mm), including six reinforced with BFRP bars and two with steel bars, were modeled under four-point bending using ANSYS software. The FEM predictions were validated against experimental data and benchmarked with the design provisions of ACI 440.1R-15 and CSA S806-12. The model showed strong agreement with experimental results, yielding ultimate load ratios of 0.92-0.94 for steel-reinforced beams and 1.01-1.45 for BFRP-reinforced beams. At higher reinforcement ratios, FEM predictions tended to overestimate the capacity of BFRP-reinforced beams. While steel-reinforced beams exhibited ductile failure, BFRP-reinforced beams failed in a brittle manner. The predicted moment-deflection responses and crack patterns closely matched both experimental observations and code-based predictions. This validated FEM provides a reliable computational framework for assessing and optimizing the design of BFRP-reinforced concrete beams, thereby advancing the application of non-metallic reinforcement in structural engineering. The findings also highlight challenges in accurately modeling concrete crushing and bond behavior within FEM, indicating directions for future refinement.