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Volume 14
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Correction to Fibers 2025, 13(9), 113.
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Correction

Correction: Golias, E.; Karayannis, C. Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints. Fibers 2025, 13, 113

by
Emmanouil Golias
1,* and
Chris Karayannis
2
1
Laboratory of Reinforced Concrete and Seismic Design of Structures, Democritus University of Thrace, 67100 Xanthi, Greece
2
Laboratory of Reinforced Concrete and Masonry Structures, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece
*
Author to whom correspondence should be addressed.
Fibers 2026, 14(1), 4; https://doi.org/10.3390/fib14010004
Submission received: 5 December 2025 / Accepted: 9 December 2025 / Published: 24 December 2025
Browse Figure
Versions Notes

Error in Figure

In the original publication [1], there was a mistake in Figure 10. Damage index (DI) evolution with increasing story drift (SD%) for the first, second, and third loading cycles. The unstrengthened specimen JB0V (red, dashed) shows the highest DI at large drifts, while JB0VF2X2c (blue, solid) performs better due to C-FRP ropes. JB0VF2X2c + C-FRP (green, solid) achieves the lowest DI growth, confirming the effectiveness of combined joint and beam strengthening, as published. The corrected Figure 10 appears below:
Fibers 14 00004 g010
Figure 10. Evolution of the damage index with increasing story drift (SD%) for the tested specimens. The retrofitted joints show significantly lower DI growth compared to the unstrengthened specimen.
Figure 10. Evolution of the damage index with increasing story drift (SD%) for the tested specimens. The retrofitted joints show significantly lower DI growth compared to the unstrengthened specimen.
Fibers 14 00004 g010
The authors state that the scientific conclusions are unaffected. This correction was approved by the Academic Editor. The original publication has also been updated.

Reference

  1. Golias, E.; Karayannis, C. Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints. Fibers 2025, 13, 113. [Google Scholar] [CrossRef]
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MDPI and ACS Style

Golias, E.; Karayannis, C. Correction: Golias, E.; Karayannis, C. Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints. Fibers 2025, 13, 113. Fibers 2026, 14, 4. https://doi.org/10.3390/fib14010004

AMA Style

Golias E, Karayannis C. Correction: Golias, E.; Karayannis, C. Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints. Fibers 2025, 13, 113. Fibers. 2026; 14(1):4. https://doi.org/10.3390/fib14010004

Chicago/Turabian Style

Golias, Emmanouil, and Chris Karayannis. 2026. "Correction: Golias, E.; Karayannis, C. Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints. Fibers 2025, 13, 113" Fibers 14, no. 1: 4. https://doi.org/10.3390/fib14010004

APA Style

Golias, E., & Karayannis, C. (2026). Correction: Golias, E.; Karayannis, C. Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints. Fibers 2025, 13, 113. Fibers, 14(1), 4. https://doi.org/10.3390/fib14010004

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