The Application of New Nano/Micron Bio-Originated Supplementary Materials in Construction

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 May 2025 | Viewed by 1567

Special Issue Editors


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Guest Editor
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
Interests: self-healing concrete; microbial mineralization; biomass utilization; CO2 sequestration
School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 211200, China
Interests: nanotechnology materials; environmental chemistry; construction and building materials; chemistry

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Guest Editor
School of Engineering, Faculty of Science and Engineering, The University of Waikato, Hamilton 3216, New Zealand
Interests: nano biomaterial; biotechnological engineering; nanobiotechnology; catalyst characterization; concrete technologies; bioprocess engineering and fermentation technology; bioprocess optimization; material characterization
Special Issues, Collections and Topics in MDPI journals
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
Interests: the novel, sustainable, carbon-negative construction materials; the durability of cementitious materials
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 211200, China
Interests: self-healing concrete; microbial technology for construction materials; CCUS

Special Issue Information

Dear Colleagues,

The application of new nano/micron bio-originated supplementary materials in construction represents an innovative approach to enhancing the performance and sustainability of building materials. Nano and micron-sized materials derived from biological sources, such as plants, bacteria, or other organic sources, may be incorporated into construction materials to impart unique properties and enhance their overall functionality. These bio-originated materials offer several advantages, including increased strength, ductility, and durability. Additionally, bio-originated materials contribute to the development of eco-friendly construction solutions by reducing reliance on traditional, non-renewable resources.

The main aim of this Special Issue is to explore the latest developments and challenges relating to nano/micron bio-originated supplementary materials in construction. The scope of this Special Issue includes, but is not limited to, the following:

  • Microbial mineralization;
  • Biomimetic materials or smart materials;
  • Biomass ash or biochar;
  • Recycled biomass in construction materials;
  • Bio-assisted modification;
  • Materials designed according to biological processes;
  • Interactions between buildings and bio-induced environments;
  • New evaluation methodology and continuous assessment of bio-based materials in construction;
  • Simulations related to biological processes and/or biomaterials in building.

Dr. Yilin Su
Dr. Qiwei Zhan
Dr. Mostafa Seifan
Dr. Fulin Qu
Dr. Xuan Zhang
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 monthly 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
  • bio-originated
  • bio-based
  • microbial mineralisation
  • biomass
  • biochar
  • low carbon
  • sustainable development

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Published Papers (1 paper)

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Research

15 pages, 13442 KiB  
Article
Finite Element Analysis on the Seismic Performance of Concrete-Filled Steel Tube Columns with a Multiple-Chamber Round-Ended Cross-Section
by Jing Liu, Wenzhuo Yu, Yawei Fang, Zimao Pan and Guohui Cao
Buildings 2024, 14(4), 1154; https://doi.org/10.3390/buildings14041154 - 19 Apr 2024
Cited by 1 | Viewed by 986
Abstract
This study proposes a form of concrete-filled steel tube column with a multiple-chamber round-ended cross-section (M-CFST). Longitudinal and transverse stiffening ribs divide the circular-ended section into different chambers, strengthening the steel tube’s confinement effect on the core concrete and improving the component’s seismic [...] Read more.
This study proposes a form of concrete-filled steel tube column with a multiple-chamber round-ended cross-section (M-CFST). Longitudinal and transverse stiffening ribs divide the circular-ended section into different chambers, strengthening the steel tube’s confinement effect on the core concrete and improving the component’s seismic performance. A three-dimensional finite element (FE) solid model of the M-CFST is created by employing the FE software ABAQUS. Quasi-static analysis is conducted to investigate the influence of parameters, such as chamber arrangement, aspect ratio, and axial compression ratio, on flexural hysteresis performance. Moreover, the failure modes, hysteresis curves, skeleton curves, strain development, and energy dissipation of the components are analyzed. The results show the following: (1) The FE model presented in this study can simulate the quasi-static behavior of CFST columns accurately, and the calculated results are in good agreement with the measured values. (2) The seismic performance of the composite column is excellent, with a large number of chambers leading to a robust hysteresis curve for the composite columns, resulting in increased bearing capacity and energy dissipation capacity. However, the energy dissipation performance of the specimen with a two-chamber arrangement is slightly lower than that with a single-chamber arrangement. (3) The results of the finite element analysis suggest that the long and short sides of the CFST columns with a large length–width ratio should be arranged to be relatively close in length. Full article
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