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Advances in Modern Cement-Based Materials for Composite Structures

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: 20 November 2025 | Viewed by 488

Special Issue Editors


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Guest Editor
1. School of Civil Engineering, Central South University, Changsha 410075, China
2. Engineering Technology Research Center for Prefabricated Construction Industrialization of Hunan Province, Changsha 410075, China
Interests: prefabricated steel-concrete composite beam; high-strength bolt connector; push-off test; finite element model; shear bearing capacity
Special Issues, Collections and Topics in MDPI journals
School of Civil Engineering, Central South University, Changsha 410075, China
Interests: concrete-filled steel tube columns; intelligent construction

Special Issue Information

Dear Colleagues,

(1) The marriage of modern cement-based materials—ultra-high-performance concrete (UHPC), fiber-reinforced concrete, lightweight aggregate concrete, recycled aggregate concrete, desert sand concrete, and seawater sea-sand concrete—with structural steel components has ushered in a new era for composite construction. These advanced materials are redefining performance benchmarks in concrete-filled steel tubes (CFST), composite beams, and hybrid joints, offering solutions for seismic resilience, lightweight design, and sustainable infrastructure.

We are pleased to invite you to contribute to this Special Issue, documenting breakthroughs at the intersection of material innovation and composite structural systems.

(2) This Special Issue aims to establish best practices for deploying these advanced materials in steel–concrete composite applications, with emphasis on the following: CFST members utilizing UHPC or recycled aggregates and other modern cement-based materials; shear connection systems in fiber-reinforced concrete composite beams; durability solutions for marine environments using seawater sea-sand concrete; modular construction with lightweight concrete-steel hybrids

(3) In this Special Issue, original research articles and reviews are welcome. Research areas may include (but are not limited to) the following:

Material-Specific Applications

  • UHPC-infilled steel columns under cyclic loading;
  • Shear stud behavior in fiber-reinforced concrete slabs;
  • Bond-slip mechanisms in recycled aggregate CFST.

Structural Performance

  • Desert sand concrete in composite deck systems;
  • Corrosion protection strategies for SSC hybrid joints;
  • Fire resistance in LWAC composite walls.

Design Innovation

  • Standardization gaps for novel material combinations;
  • Digital tools for hybrid structure optimization;
  • Circular economy approaches for composite demolition.

We look forward to receiving your contributions.

Prof. Dr. Faxing Ding
Dr. Fei Lyu
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. 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

  • ultra-high-performance concrete (UHPC)
  • composite structures
  • fiber-reinforced concrete
  • lightweight aggregate concrete (LWAC)
  • concrete-filled steel tubes (CFST)

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Published Papers (1 paper)

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Research

22 pages, 3703 KiB  
Article
Seismic Performance of Recycled Aggregate Concrete-Filled Steel Tube Column–Composite Beam Frames with Column-End Stirrup Confinement
by Zhi Yang, Xingnian Chen, Hongchang Xu, Baoye Hui, Jia Huang, Liping Wang, Said Ikram Sadat and Faxing Ding
Materials 2025, 18(11), 2458; https://doi.org/10.3390/ma18112458 - 23 May 2025
Viewed by 363
Abstract
The application of recycled concrete in building structures can not only effectively reduce the generation of construction waste and reduce the excessive dependence on natural aggregates but can also promote the sustainable use of resources and meet the national “double carbon” strategic requirements. [...] Read more.
The application of recycled concrete in building structures can not only effectively reduce the generation of construction waste and reduce the excessive dependence on natural aggregates but can also promote the sustainable use of resources and meet the national “double carbon” strategic requirements. This study investigates the effect of the recycled aggregate replacement ratio on the seismic performance of concrete-filled steel tube column–composite beam frames. Five finite element models were developed, considering varying recycled aggregate replacement ratios and the presence or absence of column-end stirrup-confined reinforcement. Dynamic response analyses were conducted. The results reveal that replacing natural aggregates with recycled aggregates reduces the stiffness of concrete-filled steel tube columns by weakening the core concrete, negatively impacting seismic performance and increasing structural stiffness damage. Column-end stirrup-confined reinforcement reduces interface slip between the core concrete and the steel tube by directly restraining the core concrete, thereby enhancing the bending stiffness of the concrete-filled steel tube column and improving the seismic performance of the structure. The seismic performance of recycled concrete frames with column-end stirrup-confined reinforcement is superior to that of conventional concrete frames, demonstrating that column-end reinforcement can effectively mitigate the adverse effects of recycled aggregate replacement on the structure’s seismic performance. Full article
(This article belongs to the Special Issue Advances in Modern Cement-Based Materials for Composite Structures)
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