Design, Control, and Evaluation of Advanced Engineered Materials—2nd Edition

A special issue of Processes (ISSN 2227-9717). This special issue belongs to the section "Materials Processes".

Deadline for manuscript submissions: 5 January 2027 | Viewed by 690

Special Issue Editors

Department of Civil Engineering, The University of Texas at Arlington, Arlington, TX, USA
Interests: artificial intelligence (AI) and machine learning (ML) modeling; structural health monitoring; risk engineering; sustainable structural materials; renewable energy; energy infrastructure resilience
Special Issues, Collections and Topics in MDPI journals
Graduate School of Engineering, Department of Civil and Earth Resources Engineering, Saitama University, Saitama 338-8570, Japan
Interests: deep learning; maintenance management; steel engineering; bridge engineering; seismic engineering; structure enginneering
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

This is the second edition of the Special Issue, “Design, Control, and Evaluation of Advanced Engineered Materials”. The first edition can be found at the following link: https://www.mdpi.com/journal/processes/special_issues/civil_infrastructure_materials.

While conventional civil infrastructure materials, such as concrete and steel, are dominant in existing civil structures, these materials often exhibit premature deterioration and have shortened lifespans due to insufficient durability. The effects of aging and excess operational and environmental stresses necessitate that materials be designed with sufficient resistance under a given performance level.

As such, their derivatives and advanced engineered materials have been recently developed and applied to structural applications. Moreover, a national trend to move toward preventive maintenance also requires proper selection and quantification of cost-effective, durable civil infrastructure materials to ensure a long-term, resilient civil infrastructure. This Special Issue seeks advances and innovations in civil engineering materials and their applications, with the following topics being of particular interest:

  • Civil infrastructure materials, including steel, concrete, and composites;
  • Functionalized material, including self-cleaning, self-sensing, and self-healing materials;
  • Long-term durable material, including high/ultrahigh-performance concrete/steel;
  • Green materials, including recycled material and natural fibers;
  • Energy-associated materials, including phase-change materials.

In addition to the design, evaluation, and characterization of civil infrastructure materials that address the state-of-the-art advances, submissions that focus on computational modeling of material behavior are also encouraged.

Dr. Zhibin Lin
Dr. Ji Dang
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 250 words) can be sent to the Editorial Office for assessment.

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. Processes 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

  • civil infrastructure materials
  • functionalized material
  • durability
  • green materials
  • energy-associated materials
  • material behavior computation

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Published Papers (1 paper)

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Research

14 pages, 1498 KB  
Article
Assessment of UHPC with Various Particle Distributions (q) and Low Cement Consumption
by Raduan Krause Lopes, Roberto Christ, Jéssica Fröhlich, Jayne Carlos Piovesan and Bernardo Tutikian
Processes 2026, 14(2), 181; https://doi.org/10.3390/pr14020181 - 6 Jan 2026
Viewed by 449
Abstract
Ultra-high-performance concrete (UHPC) has been increasingly adopted in applications requiring superior mechanical performance and high durability under aggressive environments. However, its large-scale use is still limited by the high binder content and the lack of a standardized mix design methodology. Among the existing [...] Read more.
Ultra-high-performance concrete (UHPC) has been increasingly adopted in applications requiring superior mechanical performance and high durability under aggressive environments. However, its large-scale use is still limited by the high binder content and the lack of a standardized mix design methodology. Among the existing approaches, particle packing-based mix design methods have shown the most promising results, optimizing the composite structure and enabling efficient material proportioning. This study aimed to evaluate the influence of the particle distribution coefficient (q = 0.20 and 0.25) and the cement consumption ratio (15%, 20%, and 25%) on achieving the lowest packing deviation index (PDI) values using a rational UHPC mix design method. The results indicated that increasing q allowed a reduction of up to 15% in cement content, corresponding to 106 kg/m3 less binder. In contrast, changes in cement consumption, which led to different PDI values for the same q, had a significant effect on compressive strength. Mixtures with 20% cement and consumption of 598 kg/m3 exhibited the lowest PDI values (180 and 190) and the highest 91-day compressive strengths (147.0 and 151.1 MPa). Fiber reinforcement improved toughness and post-elastic energy absorption capacity. Overall, UHPC with reduced cement content and high mechanical performance can be achieved using a rational mix design method when an appropriate q value is selected. Full article
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