Post-fire performance of thin-plated stiffened T-stubs after controlled heating and natural cooling

This study experimentally investigates the post-fire residual behavior of thin-plated, stiffened T-stub connections subjected to controlled uniform heating up to 1200 °C, followed by gradual natural cooling to ambient temperature. The influence of temperature, bolt diameter, and the distance between the stem and bolt row (p f ) on strength, deformation capacity, and failure mechanisms is systematically evaluated. The results indicate that plastic resistance (P jRd ) is highly sensitive to temperature, with a pronounced reduction beyond 600 °C, whereas ultimate resistance (P u ) decreases at a significantly lower rate. As a result, the P u /P jRd ratio increases with temperature, indicating a change in structural response at elevated temperatures. The parameter p f has a limited effect on ultimate strength but strongly influences deformation behavior. Increasing pf from 40 mm to 80 mm substantially increases ultimate displacement and ductility. A comparison with existing design approaches shows that AISC and Eurocode formulations provide reasonable predictions but with varying levels of accuracy. The AISC-based model yields an R 2 value of 0.755, while Eurocode Method 1 and Method 2 achieve R 2 values of 0.801 and 0.848, respectively. The proposed formulation demonstrates improved predictive performance, with an R 2 value of 0.961, indicating a higher level of agreement with experimental results. In addition, the proposed reduction factors due to elevated temperature show a strong correlation with experimental data; R 2 values are 0.976 for ξₚ and 0.945 for ξᵤ. Overall, the results confirm that the proposed formulation provides a more accurate prediction of the post-fire behavior of stiffened T-stub connections. • Post-fire behavior of thin-plated stiffened T-stubs was experimentally investigated up to 1200 °C. • Plastic resistance degraded more rapidly than ultimate resistance with increasing temperature. • Stiffeners provided substantially greater resistance gains for specimens with larger p f values. • Proposed temperature-dependent models showed strong agreement with the present experimental dataset.

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Publication Details

Journal
Journal of Constructional Steel Research
Published
2026-09-16
DOI
https://doi.org/10.1016/j.jcsr.2026.110667
Primary Topic
Fire effects on concrete materials
Type
article
Field-Weighted Citation Impact
0.00

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article

Post-fire performance of thin-plated stiffened T-stubs after controlled heating and natural cooling

Yasin Onuralp Özkılıç
Journal of Constructional Steel Research
Fire effects on concrete materials
article

Post-fire performance of thin-plated stiffened T-stubs after controlled heating and natural cooling

Yasin Onuralp Özkılıç
article en

Abstract

This study experimentally investigates the post-fire residual behavior of thin-plated, stiffened T-stub connections subjected to controlled uniform heating up to 1200 °C, followed by gradual natural cooling to ambient temperature. The influence of temperature, bolt diameter, and the distance between the stem and bolt row (p f ) on strength, deformation capacity, and failure mechanisms is systematically evaluated. The results indicate that plastic resistance (P jRd ) is highly sensitive to temperature, with a pronounced reduction beyond 600 °C, whereas ultimate resistance (P u ) decreases at a significantly lower rate. As a result, the P u /P jRd ratio increases with temperature, indicating a change in structural response at elevated temperatures. The parameter p f has a limited effect on ultimate strength but strongly influences deformation behavior. Increasing pf from 40 mm to 80 mm substantially increases ultimate displacement and ductility. A comparison with existing design approaches shows that AISC and Eurocode formulations provide reasonable predictions but with varying levels of accuracy. The AISC-based model yields an R 2 value of 0.755, while Eurocode Method 1 and Method 2 achieve R 2 values of 0.801 and 0.848, respectively. The proposed formulation demonstrates improved predictive performance, with an R 2 value of 0.961, indicating a higher level of agreement with experimental results. In addition, the proposed reduction factors due to elevated temperature show a strong correlation with experimental data; R 2 values are 0.976 for ξₚ and 0.945 for ξᵤ. Overall, the results confirm that the proposed formulation provides a more accurate prediction of the post-fire behavior of stiffened T-stub connections. • Post-fire behavior of thin-plated stiffened T-stubs was experimentally investigated up to 1200 °C. • Plastic resistance degraded more rapidly than ultimate resistance with increasing temperature. • Stiffeners provided substantially greater resistance gains for specimens with larger p f values. • Proposed temperature-dependent models showed strong agreement with the present experimental dataset.

Journal of Constructional Steel ResearchVol. 248
Doğuş University (TR), Western Caspian University (AZ), Necmettin Erbakan University (TR)
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu
Affordable and clean energy
Openalex Percentile: Top 17%
Fire effects on concrete materials
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