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EDITORIAL article

Front. Mater., 10 April 2024
Sec. Structural Materials
Volume 11 - 2024 | https://doi.org/10.3389/fmats.2024.1401396

Editorial: 2022 Retrospective: structural materials

  • 1Department of Materials Science and Engineering, University of Sheffield, Sheffield, United Kingdom
  • 2Paul Scherrer Institut, Villigen, Switzerland
  • 3Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, Kuantan, Pahang, Malaysia
  • 4Department of Civil Engineering, Università degli Studi di Salerno, Salerno, Italy
  • 5School of Physics Engineering and Computer Science, Centre for Engineering Research, University of Hertfordshire, Hatfield, United Kingdom

Editorial on the Research Topic
2022 Retrospective: structural materials

Welcome to the Research Topic “2022 Retrospective: Structural Materials.” This curated Research Topic highlights esteemed spontaneous articles from the past few years, personally selected by our Chief Editor, Prof. John L. Provis. The work showcased here underscores the extensive spectrum of research conducted within the section and seeks to illuminate its primary areas of interest. All the studies presented here demonstrate significant advancements in theory, experimentation, and methodology, offering solutions to compelling problems. Therefore, the editorial team deems it crucial to give special attention to these matters.

Three of the four articles in the present issue of Frontiers in Materials address different aspects of cement concrete, and the remaining articles focus on utilizing 3D digital image processing to identify voids and detect pavement distress associated with road conditions.

The first paper by Noman et al. addressed low-cost repair techniques for restoring the mechanical properties of fire-damaged concrete. In their study, the concrete samples underwent heating within the range of 400°C to 800°C using a propane gas furnace. The tests included ultrasonic pulse velocity, rebound hammer, and compressive strength measurements. The findings showed that a cement-based slurry injection (with a water curing repair technique) is the best low-cost repair technique for restoring residual strength and stiffness for concrete damaged by a fire that reached 700°C.

In recent years, the three-dimensional ground-penetrating radar system has been an effective method of detecting road void disease. In line with the aim of this Research Topic, Huang et al. highlighted the research on a three-dimensional ground-penetrating radar void signal recognition algorithm based on a digital image. The images were processed by binarization, corrosion, expansion, connected area inspection, fine length index inspection, and three-dimensional matching inspection. The authors concluded that the void identification algorithm can accurately identify the position of the void area between 2.2% and 17.3%. They also indicated that the volume index calculated by the algorithm has a specific engineering application value compared to other methods.

Slag gypsum is beneficial to industrial backfill, making its use in mine backfill a good application prospect. Xiaobing et al. presented their study on the effect of slag-gypsum binder as a substitute cement on the stability of backfill mining. In the investigation, slag-gypsum binder (SGB) was used as a cement replacement in the mine backfill. Workability, X-ray diffractometry, and scanning electron microscopy were employed in their study. The authors found that the SGB can effectively improve the strength of backfill and has a positive effect on early strength. They also noted that SGB and cement have very different hydration behaviors.

The synergistic effect of combining supplementary cementitious materials as partial substitutes for clinker improves cement properties and reduces its clinker factor and, hence, its carbon footprint. Our final paper highlights the environmental and mechanical assessment of blended cement containing a high mineral admixture content. Rodrigues et al. concluded that the formulated cements, particularly those in multi-addition cements, are potential alternatives for reducing greenhouse gas emissions while preserving the mechanical performance demanded by construction market practices.

Overall, we hope that the comprehensive research showcased in this Research Topic enhances the understanding and interest of all researchers and practitioners dedicated to recent developments and advancements in structural materials and analysis.

Author contributions

JP: writing–review and editing. RP: writing–original draft and writing–review and editing. AN: writing–review and editing. AK: writing–review and editing.

Funding

The author(s) declare that no financial support was received for the research, authorship, and/or publication of this article.

Conflict of interest

The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

The author(s) declared that they were an editorial board member of Frontiers, at the time of submission. This had no impact on the peer review process or the final decision.

Publisher’s note

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors, or the reviewers. Any product that may be evaluated in this article, or any claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.

Keywords: structural materials, cement, 3D image analysis, pavement, strength

Citation: Provis JL, Putra Jaya R, Napoli A and Kanellopoulos A (2024) Editorial: 2022 Retrospective: structural materials. Front. Mater. 11:1401396. doi: 10.3389/fmats.2024.1401396

Received: 15 March 2024; Accepted: 21 March 2024;
Published: 10 April 2024.

Edited and reviewed by:

Andrew C. Heath, University of Bath, United Kingdom

Copyright © 2024 Provis, Putra Jaya, Napoli and Kanellopoulos. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

*Correspondence: Ramadhansyah Putra Jaya, ramadhansyah@ump.edu.my

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