Composite Materials for Civil Engineering Applications

A special issue of Journal of Composites Science (ISSN 2504-477X). This special issue belongs to the section "Composites Applications".

Deadline for manuscript submissions: 20 January 2026 | Viewed by 741

Special Issue Editors


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Guest Editor
Civil and Transportation Engineering, Shenzhen University, Shenzhen, China
Interests: geopolymer; phosphate binders; waste upcycling; non-destructive testing and evaluation
School of Civil Engineering and Transportation, Guangzhou University, Guangzhou, China
Interests: geopolymer; phosphate binders; waste upcycling; non-destructive testing and evaluation
School of Civil Engineering, Chang’an University, Xi’an, China
Interests: FRP composite structures; FRP-concrete/steel interface; ultra-high-performance concrete
School of Civil Engineering, Changsha University of Science and Technology, Changsha, China
Interests: FRP-reinforced geopolymer-based marine concrete structures; data-driven approaches for composite materials and structures; functionalized geopolymer-based low-carbon concrete
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Special Issue Information

Dear Colleagues,

The relentless pursuit of more durable, resilient, sustainable, and cost-effective infrastructure is driving the adoption of advanced composite materials within the civil engineering sector. Fiber-reinforced polymers and other emerging hybrid composites are demonstrating transformative potential. Their unique properties, including high strength-to-weight ratio, corrosion resistance, tailorable mechanical properties, and ease of installation, position them as compelling solutions for applications ranging from seismic retrofitting and structural strengthening to new construction elements and sustainable infrastructure development.

However, the successful integration of composites into mainstream civil engineering practice necessitates addressing critical challenges. These include long-term performance under complex environmental exposures (such as moisture, UV, freeze–thaw, and chemical attack), understanding structural behavior at the system level, developing reliable design codes and standards, optimizing manufacturing and installation techniques for large-scale applications, ensuring fire resistance, and evaluating full lifecycle costs and environmental impacts.

This Special Issue aims to capture the latest research breakthroughs, innovative applications, and critical assessments in the rapidly evolving field of composites for civil engineering. We seek to provide a comprehensive platform for disseminating high-quality research that bridges material science, structural engineering, and practical implementation.

Dr. Yanshuai Wang
Dr. Dong Guo
Dr. Jun He
Dr. Bai Zhang
Guest Editors

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Keywords

  • fiber-reinforced polymer composites
  • fiber-reinforced cementitious materials
  • concrete and cementitious composites
  • data-driven optimization design and service life prediction
  • structural strengthening and retrofitting
  • new structural elements and systems
  • all-composite structural members
  • hybrid structural systems
  • durability and long-term performance
  • bond performance
  • design methodologies and code developments
  • composites for geotechnical applications
  • non-destructive evaluation techniques
  • multi-scale modeling and simulation

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Published Papers (2 papers)

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17 pages, 10716 KB  
Article
Dynamic Compressive Behavior of CFRP-Confined High Water Material
by Feiyang Feng, Shuling Meng, Haishan Huang, Yafei Zhou and Hongchao Zhao
J. Compos. Sci. 2025, 9(9), 482; https://doi.org/10.3390/jcs9090482 - 4 Sep 2025
Cited by 1 | Viewed by 377 | Correction
Abstract
As mining operations extend deeper underground, support structures are increasingly subjected to severe impact loads. The dynamic mechanical performance of column-type support systems has, therefore, become a pressing concern. In the present research, a Split Hopkinson Pressure Bar (SHPB) apparatus, combined with Scanning [...] Read more.
As mining operations extend deeper underground, support structures are increasingly subjected to severe impact loads. The dynamic mechanical performance of column-type support systems has, therefore, become a pressing concern. In the present research, a Split Hopkinson Pressure Bar (SHPB) apparatus, combined with Scanning Electron Microscopy (SEM), is used to systematically examine how the water-to-cement ratio, number of carbon-fiber reinforced polymer (CFRP) layers, and strain rate influence the dynamic compressive behavior and microstructural evolution of CFRP-confined high-water material. The results indicate that unconfined specimens are strongly strain rate-dependent, with peak strength following a rise–fall trend. A lower water–cement ratio results in a denser internal structure and improved strength. Additionally, CFRP confinement markedly enhances peak strength and impact resistance, refines failure modes, and promotes the formation of denser hydration products by limiting lateral deformation. This confinement effect effectively mitigates microstructural damage under high strain rates. These findings clarify the reinforcement mechanism of CFRP from both macroscopic and microscopic perspectives, offering theoretical insights and engineering references for the design of impact-resistant support systems in deep mining applications. Full article
(This article belongs to the Special Issue Composite Materials for Civil Engineering Applications)
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2 pages, 257 KB  
Correction
Correction: Feng et al. Dynamic Compressive Behavior of CFRP-Confined High Water Material. J. Compos. Sci. 2025, 9, 482
by Feiyang Feng, Shuling Meng, Haishan Huang, Yafei Zhou and Hongchao Zhao
J. Compos. Sci. 2025, 9(9), 506; https://doi.org/10.3390/jcs9090506 - 19 Sep 2025
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(This article belongs to the Special Issue Composite Materials for Civil Engineering Applications)
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