ArticleScientific reports2025
Retention strength of carbon fiber reinforced polymer rebar under elevated temperatures.
Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 4 papers.
What it found
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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.
The trial behind it
Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.
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Who cites it
4 citing papers in PubMed.
- Experimental investigation of bond behavior of steel, GFRP, and CFRP reinforcement in self-compacting and fiber-reinforced concrete using RILEM beam tests.Scientific reports · 2026Article
- Influence of a Silane Coupling Agent and MWCNTs on the Structural and Durability Performance of CFRP Rebars.Materials (Basel, Switzerland) · 2025Article
- Article
- Comparison of Elastic Modulus Calculations in ASTM D7205 and CSA S806 for CFRP Rebar Under Elevated Temperature.Polymers · 2025Article
Corrections and comments
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Authors and funding
4 authors.
Funding
Abstract
Understanding the performance of carbon fiber reinforced polymer under elevated temperatures is essential to expanding its application in construction, particularly in fire-prone environments. This study investigates the mechanical behavior of carbon fiber reinforced polymer rebars fabricated through the pultrusion process, which offers superior thermal stability and uniform resin distribution. Tests were conducted to evaluate the tensile strength, elastic modulus, and shear strength of carbon fiber reinforced polymer rebars at temperatures ranging from 25 to 550 °C, exceeding the material's decomposition temperature. The findings reveal significant degradation in tensile strength and shear strength at elevated temperatures, particularly above 350 °C during the decomposition stage. The tensile strength was more affected by heat than the elastic modulus, with approximately 33% of the initial tensile strength and 20% of the initial shear strength retained at 550 °C. Meanwhile, the elastic modulus decreased to 80%. Despite these reductions, neither tensile nor shear strength converged to zero, indicating some retention capacity under thermal stress. This study also compares its results with empirical equations from the literature and identifies three distinct stages of retention strength associated with elevated temperatures. The insights gained contribute to understanding the thermal degradation mechanisms of carbon fiber reinforced polymer rebars and offer critical data for enhancing the fire resistant design of fiber reinforced polymer reinforced concrete structures.
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Registered trials
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