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Fiber-Reinforced Concrete: Recent Progress and Future Directions

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 August 2025 | Viewed by 279

Special Issue Editors


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Guest Editor
Department of Project and Construction Engineering, Universitat Politècnica de Catalunya BarcelonaTech (UPC), 08028 Barcelona, Spain
Interests: built environment; construction materials; sustainability; digital construction; artificial intelligence

E-Mail Website
Guest Editor
Department of Project and Construction Engineering, Universitat Politècnica de Catalunya Barcelona Tech (UPC), 08028 Barcelona, Spain
Interests: construction and building materials; smart, sustainable, circular and digitalised built environment; decision making
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

In recent decades, fiber-reinforced concrete (FRC) has become a cornerstone of innovation in construction materials, addressing challenges related to durability, sustainability, and structural performance, among others. The addition of fibers to the concrete matrix has unlocked new possibilities for enhancing mechanical properties, controlling cracking, and improving structural resilience.

We are pleased to invite you to contribute to this Special Issue, titled "Fiber-Reinforced Concrete: Recent Progress and Future Directions", which aims to showcase cutting-edge advancements in FRC technology and explore its future applications.

We seek original research articles and comprehensive reviews that advance our understanding of FRC's material science, engineering applications, and environmental impact. Research areas may include (but are not limited to) the following:

  • Advances in fiber materials, including synthetic, natural, and recycled fibers.
  • Innovations in FRC design for structural and non-structural applications.
  • Durability, sustainability, and lifecycle analysis of FRC systems.
  • Theoretical and experimental approaches to modeling FRC behavior under complex loading.

We look forward to receiving your contributions to help shape the future of this dynamic field.

Dr. Rubén-Daniel López-Carreño
Dr. Pablo Pujadas Álvarez
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

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-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences 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 2400 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

  • fiber-reinforced concrete (FRC)
  • fiber materials (synthetic, natural, recycled)
  • crack control, toughness, and ductility of concrete
  • durability and resilience
  • ultra-high-performance concrete (UHPC)
  • sustainable construction materials

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Published Papers (1 paper)

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Review

67 pages, 26600 KiB  
Review
Influence of Hybrid Fibers on Workability, Mechanical and Dynamic Properties of Ultra-High Performance Concrete
by Krystian Błaszczyk and Piotr Smarzewski
Appl. Sci. 2025, 15(10), 5716; https://doi.org/10.3390/app15105716 - 20 May 2025
Abstract
Ultra-high performance concretes (UHPCs) have been widely used in the construction industry due to their high strength and long-term performance. The purpose of this article is to review the literature on UHPC that contained at least two types of hybrid fiber with different [...] Read more.
Ultra-high performance concretes (UHPCs) have been widely used in the construction industry due to their high strength and long-term performance. The purpose of this article is to review the literature on UHPC that contained at least two types of hybrid fiber with different lengths, diameters, and volumetric contents. The results show that the type of fiber, its geometry, including length, diameter, and shape, as well as volumetric content, affect the properties of the concrete, not only in the hardened state, but also in the fresh state. The compressive and flexural strength results increase with higher impact velocity and steel fiber content, with a higher content of shorter fibers contributing to increased strength and energy absorption. Tensile strength increases with the length of the steel fibers and the higher content of polyolefin, polyoxymethylene, and polyester fibers. Investigating new types of fiber, various shape factors, geometries, and anchoring mechanisms of hybrid fibers is essential to improve the workability, adhesion, and strength of the material. Full article
(This article belongs to the Special Issue Fiber-Reinforced Concrete: Recent Progress and Future Directions)
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