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Research on Concrete Filled Steel Materials in Building Engineering
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Research on Concrete Filled Steel Materials in Building Engineering

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Materials, and Repair & Renovation".

Deadline for manuscript submissions: 20 November 2025 | Viewed by 555

Special Issue Editors

Dr. Vipul Patel

E-Mail Website
Guest Editor
School of Computing, Engineering and Mathematical Sciences, La Trobe University, Bendigo, VIC 3550, Australia
Interests: concrete-filled steel tubular structures; nonlinear analysis; steel Structures; concrete structures; finite element analysis
Special Issues, Collections and Topics in MDPI journals
Dr. Kashyap A. Patel

E-Mail Website
Guest Editor
Civil Engineering Department (Structural Engineering Section), Sardar Vallabhbhai National Institute of Technology (SV-NIT), Surat 395007, India
Interests: concrete cracking modeling (smeared crack approach); tension stiffening modeling; time dependent (creep and shrinkage) analysis; effect of flexibility of shear connectors on SCC structures; finite element modeling using commercial software; artificial neural network application

Special Issue Information

Dear Colleagues,

Concrete-filled steel tubular (CFST) structures have gained significant attention in modern building engineering due to their superior structural performance, combining the advantages of both steel and concrete. This Special Issue, titled "Research on Concrete Filled Steel Materials in Building Engineering", aims to explore the latest advancements, challenges, and applications of CFST materials in construction. Topics of interest include innovative design methodologies, nonlinear analysis, finite element modeling, and the behavior of CFST structures under various loading conditions. This Issue will also highlight sustainable practices, durability studies, and the integration of advanced materials into CFST systems.

Leading this Special Issue is Dr. Vipul Patel from La Trobe University, Australia, whose expertise in concrete-filled steel tubular structures, nonlinear analysis, and finite element methods ensures a high-quality collection of research. He is joined by Dr. Kasyhap A. Patel from Sardar Vallabhbhai National Institute of Technology (SV-NIT), India, a renowned expert in structural engineering. Together, they invite researchers and practitioners to contribute original research, reviews, and case studies that advance the understanding and application of CFST materials in building engineering. Submissions are welcome until 30 September 2025.

Dr. Vipul Patel
Dr. Kashyap A. Patel
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. Buildings 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

  • concrete-filled steel tubular (CFST) structures
  • steel–concrete composite materials
  • nonlinear structural analysis
  • finite element modelling
  • structural performance and durability
  • sustainable construction materials
  • advanced building engineering

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Further information on MDPI's Special Issue policies can be found here.

Published Papers (2 papers)

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Research

28 pages, 10940 KiB  
Article
Torsional Strengthening of RC Beams with Openings Using Hybrid SHCC–Glass Fiber Mesh Composites
by Ahmed Hamoda, Saad A. Yehia, Mizan Ahmed, Aref A. Abadel, Khaled Sennah, Vipulkumar Ishvarbhai Patel and Hussam Alghamdi
Buildings 2025, 15(13), 2237; https://doi.org/10.3390/buildings15132237 - 26 Jun 2025
Viewed by 202
Abstract
This study investigates the effectiveness of strain-hardening cementitious composites (SHCC) reinforced with glass fiber (GF) mesh in enhancing the torsional behavior of reinforced concrete (RC) beams with circular openings. Eight full-scale RC beams were tested under pure torsion, including two control beams and [...] Read more.
This study investigates the effectiveness of strain-hardening cementitious composites (SHCC) reinforced with glass fiber (GF) mesh in enhancing the torsional behavior of reinforced concrete (RC) beams with circular openings. Eight full-scale RC beams were tested under pure torsion, including two control beams and six strengthened beams with varying configurations of horizontal, vertical, and combined SHCC-GF mesh retrofitting. The experimental program evaluated the influence of single- and double-layer GF mesh reinforcement on torsional capacity, crack propagation, stiffness, and energy absorption. The results demonstrated that the presence of an opening reduced the ultimate torsional capacity by 29%, elastic stiffness by 48%, and energy absorption by 64% compared to the solid control beam. Strengthening with horizontal SHCC strips restored 21–35% of the lost capacity, while vertical strips performed even better, achieving 44–61% improvement. The combined horizontal–vertical configuration with a double-layer GF mesh proved the most effective, increasing ultimate load by 91% compared to the unstrengthened beam with an opening. Finite element models (FEM) are developed using ABAQUS to simulate the performance of the tested beams. Full article
(This article belongs to the Special Issue Research on Concrete Filled Steel Materials in Building Engineering)
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25 pages, 5991 KiB  
Article
Wind Tunnel Tests and Buffeting Response Analysis of Concrete-Filled Steel Tubular Arch Ribs During Cantilever Construction
by Qing Hu, Xinrong Wu, Shilong Zhang and Dagang Lu
Buildings 2025, 15(11), 1837; https://doi.org/10.3390/buildings15111837 - 27 May 2025
Viewed by 263
Abstract
During the construction of concrete-filled steel tubular (CFST) arch bridges, hollow steel tube arch ribs are typically erected using the cantilever method with cable hoisting. In this construction stage, the arch ribs exhibit low out-of-plane stiffness and are thus highly susceptible to wind-induced [...] Read more.
During the construction of concrete-filled steel tubular (CFST) arch bridges, hollow steel tube arch ribs are typically erected using the cantilever method with cable hoisting. In this construction stage, the arch ribs exhibit low out-of-plane stiffness and are thus highly susceptible to wind-induced vibrations, which may lead to cable failure or even collapse of the structure. Despite these critical risks, research on the aerodynamic performance of CFST arch ribs with different cross-sectional forms during cantilever construction remains limited. Most existing studies focus on individual bridge cases rather than generalized aerodynamic behavior. To obtain generalized aerodynamic parameters and buffeting response characteristics applicable to cantilevered CFST arch ribs, this study investigates two common cross-sectional configurations: four-tube trussed and horizontal dumbbell trussed sections. Sectional model wind tunnel tests were conducted to determine the aerodynamic force coefficients and aerodynamic admittance functions (AAFs) of these arch ribs. Comparisons with commonly used empirical AAF formulations (e.g., the Sears function) indicate that these simplified models, or assumptions equating aerodynamic forces with quasi-steady values, are inaccurate for the studied cross-sections. Considering the influence of the curved arch axis on buffeting behavior, a buffeting analysis computational program was developed, incorporating the experimentally derived aerodynamic characteristics. The program was validated against classical theoretical results and practical measurements from an actual bridge project. Using this program, a parametric analysis was conducted to evaluate the effects of equivalent AAF formulations, coherence functions, first-order mode shapes, and the number of structural modes on the buffeting response. The results show that the buffeting response of cantilevered hollow steel arch ribs is predominantly governed by the first-order mode, which can be effectively approximated using a bending-type mode shape expression. Full article
(This article belongs to the Special Issue Research on Concrete Filled Steel Materials in Building Engineering)
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