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Modeling and Analysis of Composite Materials and Structures in Civil Engineering (3rd Edition)

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: 20 December 2026 | Viewed by 450

Editors


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1. School of Civil and Transportation Engineering, Hebei University of Technology, Xiping Road 5340, Tianjin 300401, China
2. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China
Interests: multifield research; discontinuity; fracture; rock mechanics; tunnel fires
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Guest Editor
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Interests: suffusion research; CFD-DEM; relative density; fines content; stress transmission mechanisms
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Guest Editor
School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China
Interests: research applications of computer vision in traffic engineering; traffic big data analysis; intelligent terminal devices; electric vehicle routing; charging station site optimization; carbon accounting
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Special Issue Information

Dear Colleagues,

The success of our previous edition of the Special Issue “Modeling and Analysis of Composite Materials and Structures in Civil Engineering (Second Edition)” has encouraged us to create another Special Issue under the same title that will further present state-of-the-art advances in composite materials and structures in civil engineering.

The application of composite materials and structures in civil engineering is becoming increasingly widespread. With their unique mechanical properties, light weight, high strength, corrosion resistance, and durability, they have become key materials for the performance enhancement of civil engineering structures. In particular, the use of composite materials in areas such as bridges, buildings, transportation infrastructure, and seismic reinforcement has provided significant technical advantages and economic benefits. For example, Fiber-Reinforced Polymers (FRPs) are widely used for structural repair and reinforcement, while prestressed composites are applied in the design of bridges and high-rise buildings, effectively extending the lifespan of structures and enhancing their disaster resistance capabilities.

Although the prospects for the application of composite materials in civil engineering are promising, there are still a series of technical challenges in their modeling and analysis. Firstly, composite materials themselves have complex multi-scale characteristics, and their characterization and simulation from the microstructure-level to macro-performance still requires further development. Secondly, the heterogeneity, anisotropy, and nonlinear behavior of composite materials make the prediction of their mechanical properties more difficult, raising the demands for engineering design and structural safety evaluation. In particular, existing models and analysis methods still need to be improved to address real-world conditions in the study of fatigue, damage, and failure mechanisms.

To promote the application and development of composite materials and structures in civil engineering, particularly innovations and advancements in modeling and analysis, we cordially invite scholars, engineers, and researchers from related fields to submit papers. We welcome contributions on topics including, but not limited to, mechanical behavior and performance evaluation of composite materials, multi-scale modeling and simulation, applications of composites in civil structures, damage and fatigue analysis, structural optimization and design, and intelligent design and health monitoring of composites. Of particular interest are data-driven and physics-informed machine learning methods, which, through big data analysis and predictive models, demonstrate great potential in assessing the performance of composite materials and structures, identifying damage, and predicting service life. These methods also show certain advantages in terms of accuracy and computational efficiency. We look forward to discussing the latest research outcomes in this cutting-edge field and advancing the wider application of composites in civil engineering.

Prof. Dr. Yiming Zhang
Prof. Dr. Linlong Mu
Prof. Dr. Jiale Li
Guest Editors

Manuscript Submission Information

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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-anonymized peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Materials is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • composite structures
  • construction materials
  • mechanical behavior
  • modeling and simulations
  • cement-based materials strength
  • damage
  • fatigue
  • structural performance
  • machine learning

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Published Papers (1 paper)

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Research

21 pages, 6495 KB  
Article
Experimental Study on Bond Performance Between Negative Poisson’s Ratio of Bars/Steel Strands and Concrete
by Qing Wu, Feiyan Zhang, Zonghua Wu, Yunzhou Chen, Huiqiang Zhao and Xiang Liu
Materials 2026, 19(11), 2221; https://doi.org/10.3390/ma19112221 - 25 May 2026
Viewed by 265
Abstract
Negative Poisson’s ratio (NPR) bars, as novel materials, exhibit a significant volumetric dilation effect under tension. Compared to conventional reinforcement, NPR bars offer distinct advantages, including high ductility, high strength, and superior corrosion resistance. This study investigates the tensile properties of three types [...] Read more.
Negative Poisson’s ratio (NPR) bars, as novel materials, exhibit a significant volumetric dilation effect under tension. Compared to conventional reinforcement, NPR bars offer distinct advantages, including high ductility, high strength, and superior corrosion resistance. This study investigates the tensile properties of three types of NPR bars: the bare round bar, spiral ribbed bar, and steel strand. Their bond behavior with concrete was examined through central pull-out tests, considering the influences of bar type, NPR bar diameter, and anchorage length. The analysis focuses on the tensile mechanical properties, characteristics of the bond–slip curves, failure modes, and the development of predictive models for key bond–slip parameters. The results indicate that all three NPR types possess a high elastic modulus and exceptional ductility. The bare round bar achieved an elongation at break of 51.2%, with only minor necking observed at the fracture surface. The bond failure mode is influenced by bar type, NPR bar diameter, and anchorage length: pull-out failure occurred for the bare round bar, spiral ribbed bar with short anchorage length, and small-diameter steel strand, whereas splitting failure was observed for the spiral ribbed bar with long anchorage length. The large-diameter strand exhibited a combined splitting–pull-out failure. Furthermore, the bond–slip curves for the bare round bar and steel strand displayed two distinct peak strengths. The bond strength of the bare round bar increased with longer anchorage length, while it decreased for both the spiral ribbed bar and steel strand. Empirical models developed based on experimental data demonstrate good predictive accuracy for the bond performance of the different bar types. Full article
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