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Dynamic Compressive Behavior of CFRP-Confined High Water Material
 
 
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J. Compos. Sci.
Volume 9
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10.3390/jcs9090506
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Correction to J. Compos. Sci. 2025, 9(9), 482.
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Correction

Correction: Feng et al. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482

by
Feiyang Feng
1,
Shuling Meng
2,
Haishan Huang
3,
Yafei Zhou
4 and
Hongchao Zhao
5,*
1
School of Geology and Mining Engineering, Xinjiang University, Urumqi 830047, China
2
China West Construction Group Co., Ltd., Urumqi 610200, China
3
Xinjiang Saier Energy & Mining Co., Ltd., Tacheng 834406, China
4
Korla Jinchuan Mining Co., Ltd., Korla 841001, China
5
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Xuzhou 221116, China
*
Author to whom correspondence should be addressed.
J. Compos. Sci. 2025, 9(9), 506; https://doi.org/10.3390/jcs9090506
Submission received: 12 September 2025 / Accepted: 12 September 2025 / Published: 19 September 2025
(This article belongs to the Special Issue Composite Materials for Civil Engineering Applications)
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Versions Notes
Figure
In the original publication [1], there was a mistake in Figure 5. Strain rate–stress–energy absorption curves under different water–cement ratios (The line graph indicates peak stress, while the bar chart represents absorbed energy.). The mistake is Figure 5, which is a duplicate of Figure 4 due to an oversight. The corrected Figure 5 appears below. 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. Feng, F.; Meng, S.; Huang, H.; Zhou, Y.; Zhao, H. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482. [Google Scholar] [CrossRef]
Jcs 09 00506 g005
Figure 5. Strain rate–stress–energy absorption curves under different water–cement ratios (The line graph indicates peak stress, while the bar chart represents absorbed energy.).
Figure 5. Strain rate–stress–energy absorption curves under different water–cement ratios (The line graph indicates peak stress, while the bar chart represents absorbed energy.).
Jcs 09 00506 g005
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MDPI and ACS Style

Feng, F.; Meng, S.; Huang, H.; Zhou, Y.; Zhao, H. Correction: Feng et al. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482. J. Compos. Sci. 2025, 9, 506. https://doi.org/10.3390/jcs9090506

AMA Style

Feng F, Meng S, Huang H, Zhou Y, Zhao H. Correction: Feng et al. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482. Journal of Composites Science. 2025; 9(9):506. https://doi.org/10.3390/jcs9090506

Chicago/Turabian Style

Feng, Feiyang, Shuling Meng, Haishan Huang, Yafei Zhou, and Hongchao Zhao. 2025. "Correction: Feng et al. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482" Journal of Composites Science 9, no. 9: 506. https://doi.org/10.3390/jcs9090506

APA Style

Feng, F., Meng, S., Huang, H., Zhou, Y., & Zhao, H. (2025). Correction: Feng et al. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482. Journal of Composites Science, 9(9), 506. https://doi.org/10.3390/jcs9090506

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