Topic Editors

College of Science and Engineering, Flinders University, Tonsley, SA, Australia
Department of Applied Chemistry, Faculty of Engineering, Chiba Institute of Technology, 2-17-1 Tsudanuma, Narashino 275-0016, Chiba, Japan
Department of Architecture and Architectural Engineering, Yonsei University, 50 Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea

Advances in Fiber-Reinforced Composites

Abstract submission deadline
31 March 2027
Manuscript submission deadline
30 June 2027
Viewed by
746

Topic Information

Dear Colleagues,

Fiber‑reinforced composites are widely used in structural and functional applications due to their enhanced strength, toughness, and durability. This Special Issue, “Advances in Fiber‑Reinforced Composites,” focuses on recent developments in the design, processing, and performance of composite materials reinforced with synthetic, natural, or hybrid fibers.

Topics of interest include mechanical and fracture behavior, durability, damage and failure mechanisms, innovative manufacturing techniques, and multiscale experimental and numerical studies. Contributions on sustainable, recycled, or low‑carbon composite systems, as well as smart and multifunctional composites, are particularly encouraged. This Special Issue aims to provide a platform for sharing emerging research and practical advances that support the next generation of fiber‑reinforced composites.

Dr. Aliakbar Gholampour
Prof. Dr. Naozumi Teramoto
Prof. Dr. Doo-Yeol Yoo
Topic Editors

Keywords

  • fiber‑reinforced composites
  • mechanical behavior
  • fracture and damage mechanisms
  • hybrid composites
  • sustainable composites
  • advanced manufacturing
  • durability
  • multiscale modeling
  • structural applications
  • smart composites

Participating Journals

Journal Name Impact Factor CiteScore Launched Year First Decision (median) APC
Buildings
buildings
3.4 5.6 2011 14.7 Days CHF 2600 Submit
Construction Materials
constrmater
2.7 3.1 2021 24.4 Days CHF 1200 Submit
Fibers
fibers
4.2 7.3 2013 19.7 Days CHF 2000 Submit
Journal of Composites Science
jcs
4.6 6.7 2017 13.9 Days CHF 1800 Submit
Materials
materials
3.7 7.0 2008 14.4 Days CHF 2600 Submit
Polymers
polymers
5.8 11.0 2009 13.4 Days CHF 2700 Submit
Sci
sci
4.1 5.4 2019 28.2 Days CHF 1400 Submit

Preprints.org is a multidisciplinary platform offering a preprint service designed to facilitate the early sharing of your research. It supports and empowers your research journey from the very beginning.

MDPI Topics is collaborating with Preprints.org and has established a direct connection between MDPI journals and the platform. Authors are encouraged to take advantage of this opportunity by posting their preprints at Preprints.org prior to publication:

  1. Share your research immediately: disseminate your ideas prior to publication and establish priority for your work.
  2. Safeguard your intellectual contribution: Protect your ideas with a time-stamped preprint that serves as proof of your research timeline.
  3. Boost visibility and impact: Increase the reach and influence of your research by making it accessible to a global audience.
  4. Gain early feedback: Receive valuable input and insights from peers before submitting to a journal.
  5. Ensure broad indexing: Web of Science (Preprint Citation Index), Google Scholar, Crossref, SHARE, PrePubMed, Scilit and Europe PMC.

Published Papers (1 paper)

Order results
Result details
Journals
Select all
Export citation of selected articles as:
37 pages, 37916 KB  
Article
Mechanical Performance of Gravelly Soil Stabilized with Recycled Polypropylene Fiber and Polyurethane
by Pei Zuan, Jiali Feng, Pingcuo Langjia and Xinghong Liu
Polymers 2026, 18(13), 1594; https://doi.org/10.3390/polym18131594 - 26 Jun 2026
Viewed by 193
Abstract
Gravel soil used as backfill behind rockfall barriers in mountainous roads can extend structural service life and support sustainable resource utilization. However, rainfall-induced erosion may cause soil loss and reduce its buffering capacity. The fibers are short discrete fibers with a length of [...] Read more.
Gravel soil used as backfill behind rockfall barriers in mountainous roads can extend structural service life and support sustainable resource utilization. However, rainfall-induced erosion may cause soil loss and reduce its buffering capacity. The fibers are short discrete fibers with a length of approximately 12 mm and an average diameter of 32.7 μm, corresponding to an aspect ratio of approximately 367. Reinforcement is achieved through fiber–soil interaction mechanisms, including particle bridging, interfacial friction, and pull-out resistance. The effects of polyurethane and fiber contents on compressive strength, shear strength, and impact resistance were evaluated using response surface methodology. Scanning electron microscopy was used to examine the microstructural features associated with the reinforcement mechanisms, and engineering-scale model tests were conducted to assess erosion and impact resistance under representative service conditions. The results show that polyurethane and fibers produce significant nonlinear enhancement effects on the mechanical properties of gravel soil, mainly through their individual contributions, whereas their interaction is limited. Multi-objective optimization indicates that the optimal mixture contains 6.8% polyurethane and 0.19% fiber, with prediction errors below 5%. The unconfined compressive strength of the gravelly soil increased from 107.6 kPa to 931.5 kPa, representing a 765.7% increase. Cohesion increased from 23.4 kPa to 83.44 kPa, representing a 256.4% increase. The internal friction angle increased from 43.4° to 61.23°, corresponding to a 41.08% increase. Under 1 h of intense rainfall erosion, the stabilized soil exhibited only slight surface particle detachment and maintained overall integrity. In impact tests, the velocity attenuation rate reached 65.6–71.4%. The proposed material provides a sustainable solution for improving buffer layers in rockfall barriers. Full article
(This article belongs to the Topic Advances in Fiber-Reinforced Composites)
Show Figures

Figure 1

Back to TopTop