Evaluation of tensile strength variability in fiber reinforced composite rods using statistical distributions

Fiber Reinforced Polymer (FRP) composites are known for their exceptional resistance to harsh conditions, impressive durability, and high tensile strength, making them increasingly popular in structural applications. However, the inherent variability of composite materials poses a critical challenge, particularly in tensile strength, which directly impacts the safety and durability of structures. This study evaluated the tensile strength of 395 specimens, including 103 carbon fiber-reinforced polymer (CFRP) rods and 293 hybrid glass-carbon FRP (HFRP) rods, tested according to the GB 30022–2013 standard. To analyze the data, four statistical distributions—normal, lognormal, Weibull, and Gamma—were applied, and a goodness-of-fit test identified the Weibull distribution as the most suitable model. The study further proposed standardized tensile strength values of 2,912.40 MPa for 5 mm CFRP rods and 2,230.98 MPa, 2,385.12 MPa, and 2,517.44 MPa for 6, 7, and 8 mm HFRP rods, respectively. These findings provide valuable insights into the tensile performance of FRP rods, contributing to enhanced design and safety standards for FRP-based structural elements and offering practical references for mitigating material variability in construction applications.

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Publication Details

Journal
Frontiers in Built Environment
Published
2025-01-22
DOI
https://doi.org/10.3389/fbuil.2024.1506743
Citations
5
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
5.03
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article

Evaluation of tensile strength variability in fiber reinforced composite rods using statistical distributions

Hao Qin, Thierno Aliou Ka, Sarkar Noor E. Khuda, T. Tafsirojjaman et al.
5 citations
Frontiers in Built Environment
Structural Behavior of Reinforced Concrete
5.03
article

Evaluation of tensile strength variability in fiber reinforced composite rods using statistical distributions

Hao Qin, Thierno Aliou Ka, Sarkar Noor E. Khuda, T. Tafsirojjaman, Kang Sun, Kaiqiang Qin, Xiang Li
article en
5 citations

Abstract

Fiber Reinforced Polymer (FRP) composites are known for their exceptional resistance to harsh conditions, impressive durability, and high tensile strength, making them increasingly popular in structural applications. However, the inherent variability of composite materials poses a critical challenge, particularly in tensile strength, which directly impacts the safety and durability of structures. This study evaluated the tensile strength of 395 specimens, including 103 carbon fiber-reinforced polymer (CFRP) rods and 293 hybrid glass-carbon FRP (HFRP) rods, tested according to the GB 30022–2013 standard. To analyze the data, four statistical distributions—normal, lognormal, Weibull, and Gamma—were applied, and a goodness-of-fit test identified the Weibull distribution as the most suitable model. The study further proposed standardized tensile strength values of 2,912.40 MPa for 5 mm CFRP rods and 2,230.98 MPa, 2,385.12 MPa, and 2,517.44 MPa for 6, 7, and 8 mm HFRP rods, respectively. These findings provide valuable insights into the tensile performance of FRP rods, contributing to enhanced design and safety standards for FRP-based structural elements and offering practical references for mitigating material variability in construction applications.

Frontiers in Built EnvironmentVol. 10
China Communications Construction Company (China) (CN), The University of Adelaide (AU), Central Queensland University (AU), University of Science and Technology Beijing (CN)
Openalex Percentile: Top 6%
Structural Behavior of Reinforced Concrete
5.03
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Evaluation of tensile strength variability in fiber reinforced composite rods using statistical distributions — Hao Qin, Thierno Aliou Ka, et al. · Frontiers in Built Environment (2025) | TGRS Research Map | TGRS