Research on the Performance of Traditional, New and Potential Building Materials: 2nd Edition

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

Deadline for manuscript submissions: 31 December 2024 | Viewed by 700

Special Issue Editors


E-Mail Website
Guest Editor
School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
Interests: FRP–concrete–steel composite structures; steel–concrete composite structures; concrete-filled steel tubes; stainless steel structures; bamboo structures; cross-section instability
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
Interests: dynamic reliability; structural reliability; stochastic process; random vibration; uncertainty analysis
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering, Southeast University, Nanjing 210096, China
Interests: steel and composite structures
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510000, China
Interests: high-performance steel–concrete composite
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Environment and Civil Engineering, Dongguan University of Technology, Dongguan 523808, China
Interests: FRP; UHPC; FRP-confined concrete; CFST; anti-blast structures; offshore structures
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Building materials are always new subjects as they evolve with the development of science and technology. Although traditional building materials (e.g., timber, bamboo, masonry, concrete and steel) still dominate the building industry, new materials, such as fibers, composites, 3D printing materials and materials with ultra-high strength, have also emerged as alternative solutions for new or existing structures with special requirements (e.g., high-rise, long span, within corrosive environments) that are hard to satisfy with traditional building materials. Furthermore, graphene, bio-inspired materials and other potential building materials have brilliant prospects for the building industry, which may lead to fundamental revolutions within building engineering in the future. The interests and enthusiasm of the researchers and scientists focused on these building materials resulted in the publication of the Special Issue “Research on the Performance of Traditional, New and Potential Building Materials (1st Edition)”, which aroused considerable attention.

This second edition of the Special Issue still provides an open forum to discuss the various performances of traditional, new and potential building materials. The topics of interest include, but are not limited to, the above examples; all traditional, new and potential materials used in building engineering are welcomed. The scopes cover the static (e.g., compression, tension, bending) mechanical behaviors, resistances against dynamic actions (e.g., impact, fatigue and seismic), ductility performance of the building materials and corresponding structural members, investigated utilizing a variety of techniques (e.g., analytical, numerical, and experimental methods).

Dr. Yue-Ling Long
Prof. Dr. Zhenhao Zhang
Dr. Ying Qin
Dr. Zhiliang Zuo
Dr. JinJing Liao
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

  • traditional building materials (steel, concrete, masonry, timber, bamboo, etc.)
  • composite materials and fiber-reinforced polymers (FRPs)
  • potential building materials (graphene, bio-inspired materials, etc.)
  • ultra-high-performance concrete (UHPC)
  • 3D printing materials
  • concrete-filled steel tubes (CFSTs)
  • static and dynamic performance
  • structural reliability
  • cross-section instability
  • numerical simulation

Related Special Issue

Published Papers (2 papers)

Order results
Result details
Select all
Export citation of selected articles as:

Research

14 pages, 8582 KiB  
Article
Evolution of High Toughness Cementitious Composites Gas Permeability after Thermal-Mechanical Coupling Damage
by Zhe Zeng and Dengxiang Zhang
Buildings 2024, 14(7), 1923; https://doi.org/10.3390/buildings14071923 - 24 Jun 2024
Viewed by 212
Abstract
High-toughness cementitious composite (HTCC) may be considered for use as a concrete lining material for underground lined rock caverns in compressed air energy storage (CAES) power stations. This experiment investigated the effect of coupled thermal-mechanical cycling on the changes in the gas permeability [...] Read more.
High-toughness cementitious composite (HTCC) may be considered for use as a concrete lining material for underground lined rock caverns in compressed air energy storage (CAES) power stations. This experiment investigated the effect of coupled thermal-mechanical cycling on the changes in the gas permeability and pore structure of HTCC. According to the different operating conditions of CAES power stations, nine test conditions were selected with a compressive stress of 10 MPa and a temperature of 150 °C. The test results show that the HTCC have a peak tensile strain of up to 1.6% and an average crack width of 41~49 μm, providing good toughness and crack control. The permeabilities of HTCC were all significantly larger after loading by thermal-mechanical coupling cycles, but the change in permeability was more sensitive to compressive stresses. When the compressive stress is lower than 7.5 MPa and the temperature is lower than 100 °C, the permeability of HTCC can be maintained within 10−18 m2 orders of magnitude after the thermal-mechanical coupling cycle, which can satisfy the requirement of CAES impermeability performance. When the compressive stress reaches 10 MPa, the HTCC’s critical pore size increases, the pore size coarsens, and the permeability resistance deteriorates rapidly. Full article
Show Figures

Figure 1

26 pages, 7382 KiB  
Article
The Axial Compressive Properties of Long Columns of In-Service Brick Masonry Reinforced by Channel Steel
by Kui Chen, Yi Ao and Jianguo Liang
Buildings 2024, 14(6), 1794; https://doi.org/10.3390/buildings14061794 - 13 Jun 2024
Viewed by 236
Abstract
Channel steel-reinforced brick column technology has gained significant popularity in rural China due to its convenience and cost effectiveness. However, current research on channel steel reinforcement is sparse, and engineering applications often rely solely on construction experience. This reliance leads to significant construction [...] Read more.
Channel steel-reinforced brick column technology has gained significant popularity in rural China due to its convenience and cost effectiveness. However, current research on channel steel reinforcement is sparse, and engineering applications often rely solely on construction experience. This reliance leads to significant construction errors, inconsistent reinforcement effects, and, in some cases, tragedies such as the collapse of Changsha’s “4.29” self-built houses. Therefore, in this paper, experimental and simulation studies on brick columns reinforced with external channel steel were conducted, and the results show that channel steel reinforcement can significantly enhance the axial load capacity of brick columns. However, increased initial stress levels and height-to-thickness ratios substantially reduce the reinforcement effect. Under axial pressure, the outer channel steel fails mainly through bending and buckling instability. Still, due to its good ductility, its failure occurs later than the brick column after being restrained by sufficient wall screws. Based on the experimental and simulation results, a method for calculating the axial compressive bearing capacity of the reinforced column is proposed, providing theoretical support and engineering guidance for applying this reinforcement method. Full article
Show Figures

Figure 1

Back to TopTop