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Cement-Based Materials and Construction Materials: Modeling, Characterization, and Mechanical Behavior (Second 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 August 2026 | Viewed by 3291

Special Issue Editors


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Guest Editor
Department of Structures for Engineering and Architecture, University of Naples “Federico II”, Via Forno Vecchio, 80134 Naples, Italy
Interests: timber constructions; masonry structures; nanotubes; vibration; modeling and computational methods
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Department of Biosciences and Territory, University of Molise, Via F. de Sanctis 1, 86100 Campobasso, Italy
Interests: masonry buildings; timber constructions; seismic vulnerability assessment; fragility curves; earthquake engineering; retrofit interventions
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Department of Structures for Engineering and Architecture, University of Naples “Federico II”, Via Forno Vecchio 36, 80134 Naples, Italy
Interests: compressive strength; finite element analysis; materials engineering; mechanical engineering; civil engineering; finite element modeling
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The success of our first volume of the Special Issue “Cement-Based Materials and Construction Materials: Modeling, Characterization, and Mechanical Behavior” underlines that issues related to cement-based materials are still unresolved and require further research. This fact encouraged us to create a second Special Issue under the same title that will further present state-of-the-art advances in cement-based and construction materials that are fundamental to civil engineering.

We invite you to submit a manuscript to this Special Issue in the form of an original research article or review paper.

In recent decades, the field of construction materials and engineering has greatly advanced with the development of new materials and improved characterization techniques. This has led to the creation of new models that can simulate the mechanical behavior of different materials, including concrete and reinforced concrete.

Cement-based materials, which are the most widely used construction materials, are complex systems that have transient physical and mechanical properties. Understanding the mechanical behavior of cement-based materials is essential for predicting structures’ durability and safety over time.

Modeling and characterization techniques offer a better understanding of the mechanical behavior of different materials, allowing for improved design and performance. New materials, such as fiber-reinforced concrete and ultrahigh-performance concrete, are also emerging, offering enhanced durability and improved mechanical properties. In summary, the field of cement-based materials and construction materials continues to grow and evolve. The continued development of models and characterization techniques allows for better design and analysis of construction materials and structures, assisting engineers in providing safe and sustainable solutions for infrastructure projects.

Therefore, this Special Issue focuses on advances in the modeling, characterization, and mechanical behavior of construction materials, welcoming original research papers, communications, and reviews.

Dr. Maria Lippiello
Dr. Antonio Sandoli
Dr. Carla Ceraldi
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. 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

  • construction materials
  • mechanical behavior
  • modeling and simulations
  • cement-based materials
  • concrete
  • masonry
  • timber

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Related Special Issue

Published Papers (3 papers)

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Research

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18 pages, 3920 KB  
Article
Evaluation of Static Yield Stress and Buildability of PVA Fiber-Reinforced Mortars for 3D Printing Using a Vane Shear Test
by Shoma Uehara, Yusei Ohshiro, Kanako Shima, Kazuya Sakamoto and Kentaro Yasui
Materials 2026, 19(6), 1093; https://doi.org/10.3390/ma19061093 - 12 Mar 2026
Viewed by 212
Abstract
Three-dimensional printing (3DP) has gained increasing attention in construction as a means of addressing labor shortages and improving efficiency. Various studies have investigated fiber-reinforced mortars for 3DP. However, only a few studies have examined mixture design strategies aimed at controlling early structural build-up, [...] Read more.
Three-dimensional printing (3DP) has gained increasing attention in construction as a means of addressing labor shortages and improving efficiency. Various studies have investigated fiber-reinforced mortars for 3DP. However, only a few studies have examined mixture design strategies aimed at controlling early structural build-up, and the relationships between early structural build-up, printability, and interlayer stability remain largely unexplored. This study aimed to establish a practical method for evaluating the static yield stress and early buildability of 3DP mortars under construction-site conditions. Vane shear and 15-stroke flow tests were conducted to assess the static and dynamic behavior of mortars incorporating polyvinyl alcohol (PVA) fibers, and their compressive and flexural strengths were also evaluated. According to the results, the vane shear test sensitively captured the rheological changes associated with variations in fiber content and superplasticizer dosage. The addition of PVA fibers increased the maximum shear stress of the mortar, resulting in atypical static yield stress development compared to fiber-free mortars. While the 15-stroke flow test further elucidated flowability, the vane shear test revealed a stronger correlation between mechanical properties and overall buildability. Thus, vane shear testing can be reliably used to assess early-age structural build-up and interlayer stability in 3DP mortars for optimizing print performance. Full article
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21 pages, 14449 KB  
Article
Effect of Internal Curing on Early Shrinkage and Crack Resistance of UHPC by SAP and Ceramsite
by Xianqiang Wang, Jinxu Wang, Xiaonan Feng, Zaixin Yang, Jiancheng Gu and Wenqin Deng
Materials 2026, 19(4), 806; https://doi.org/10.3390/ma19040806 - 20 Feb 2026
Viewed by 417
Abstract
This study investigated the effects of varying water–binder (w/b) ratios and internal curing materials—superabsorbent polymer (SAP) and ceramsite—on the shrinkage behavior and crack resistance of ultra-high-performance concrete (UHPC). Although internal curing has been extensively studied, the comparative effectiveness of different internal curing materials [...] Read more.
This study investigated the effects of varying water–binder (w/b) ratios and internal curing materials—superabsorbent polymer (SAP) and ceramsite—on the shrinkage behavior and crack resistance of ultra-high-performance concrete (UHPC). Although internal curing has been extensively studied, the comparative effectiveness of different internal curing materials on early-age shrinkage and restrained cracking behavior of UHPC under consistent mixture proportions remains unclear. To address this gap, a systematic experimental comparison of SAP and ceramsite was conducted. The influences of w/b ratio and different amounts and addition methods (dry and pre-absorbed addition) of SAP and ceramsite on the flowability, mechanical properties, early autogenous shrinkage, drying shrinkage, and early crack resistance of UHPC were discussed. Findings indicate that increasing the w/b ratio reduces autogenous shrinkage but compromises mechanical properties, altering the cracking mode from primary microcracks to a few wider cracks. Pre-saturated ceramsite (less than 10% volume) and SAP effectively mitigate autogenous and drying shrinkage, enhancing crack resistance without significantly reducing mechanical properties. However, exceeding a ceramsite volume dosage of 10% or using the dry addition method increased the flowability of UHPC, while decreasing crack resistance. Microstructural analysis reveals that internal curing materials facilitate hydration and enhance structural density through the formation of ettringite and calcium silicate hydrate. To optimize shrinkage reduction while maintaining mechanical properties, SAP should be incorporated in a dry state, with a dosage limited to 0.4% of the mass of the cementitious material; ceramsite needs to be pre-saturated and limited to 5% of the total volume. Full article
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Review

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21 pages, 3466 KB  
Review
Sustainable Development Advantages of Cross-Laminated Timber (CLT) and Cross-Laminated Bamboo and Timber (CLBT)
by Jinping Li and Kang Zhao
Materials 2025, 18(21), 4913; https://doi.org/10.3390/ma18214913 - 27 Oct 2025
Cited by 1 | Viewed by 2266
Abstract
As an innovative advancement beyond cross-laminated timber (CLT), cross-laminated bamboo and timber (CLBT) combines sustainability with enhanced structural performance. This review critically assesses the current state of CLBT research, focusing on its failure mechanisms, mechanical properties, and predictive theoretical models. Key findings indicate [...] Read more.
As an innovative advancement beyond cross-laminated timber (CLT), cross-laminated bamboo and timber (CLBT) combines sustainability with enhanced structural performance. This review critically assesses the current state of CLBT research, focusing on its failure mechanisms, mechanical properties, and predictive theoretical models. Key findings indicate that CLBT exhibits superior rolling shear strength, bending stiffness, and stability compared to conventional CLT, achieved through optimized hybrid layering and manufacturing techniques. The integration of bamboo not only improves mechanical performance but also promotes diversification of raw materials and more efficient use of regional biomass. This paper highlights the potential of CLBT as a high-performance, eco-friendly construction material and identifies key research gaps and future directions to facilitate its standardized application. Full article
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