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New Trends in Sustainable Concrete and Its Structural Applications, 2nd Edition

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 October 2024 | Viewed by 612

Special Issue Editors


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Guest Editor
Department of Transportation System Engineering, Graduate School of Transportation, Korea National University of Transportation, 157, Cheoldo-bangmulgwan-ro, Uiwang 16106, Gyeonggi-do, Republic of Korea
Interests: concrete durability; railway track system; track–bridge interaction
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Guest Editor
Department of Civil and Environmental Engineering, Hannam University, Daejeon 34430, Republic of Korea
Interests: durability; sustainability; carbonation; chloride attack; crack; corrosion
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Sustainability is very important to the continued growth of our society and human civilization, and thus, it is the hottest issue not only in engineering but in all fields. In particular, cement, a main constituent material of concrete, emits a large amount of CO2 and other greenhouse gases, so it constitutes the most important axis of the sustainability issue. In addition, due to restricted natural resources, the constituents of concrete are gradually depleted. For example, the amount of aggregates is rapidly decreasing in most developed countries, so it is no longer possible to obtain high-quality aggregates, which leads to poor-quality concrete construction. To address this sustainability issue in concrete construction, new innovative technologies have been developed in the last decades. For example, various supplementary cementitious materials, such as fly ash, blast furnace slag, silica fume, and rice husk ash, are utilized to reduce cement usage. Recently, limestone calcined clay cement (LC3) is being spotlighted as one of the alternative types of cement with lower CO2 emissions. Alkali-activated concrete is also being actively studied. Furthermore, recycled aggregates collected from waste concrete are a good example of waste recycling in the concrete industry to address the depletion of natural resources. Other examples of waste recycling are being introduced. All concretes that utilize these technologies can be called “sustainable concrete,” but sustainable concrete is not limited to just cement and constituent materials; it can be extended to technologies related to the entire cycle of concrete manufacturing, construction, operation, and disposal. Moreover, to utilize sustainable concrete more actively in the construction industry, it is of utmost importance to verify its compatibility as materials constituting structural members.

From these viewpoints, subjects that will be dealt with in this Special Issue will focus on recent trends in sustainable concrete research, and also case studies that prove the structural performance of sustainable concrete.

Prof. Dr. Seung-Yup Jang
Prof. Dr. Seung-Jun Kwon
Guest Editors

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Keywords

  • sustainability
  • concrete
  • CO2 (carbon dioxide)
  • GHG (greenhouse gas)
  • supplementary cementitious materials
  • alkali-activated concrete
  • cement-free concrete
  • recycled aggregates
  • waste recycling
  • structural performance

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Published Papers (1 paper)

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Research

21 pages, 11214 KiB  
Article
Cyclic Behavior of Long Concrete Interfaces Crossed by Steel Screws
by Erato Oikonomopoulou, Vasiliki Palieraki, Elizabeth Vintzileou and Giovacchino Genesio
Appl. Sci. 2024, 14(18), 8246; https://doi.org/10.3390/app14188246 - 13 Sep 2024
Viewed by 297
Abstract
This study focuses on long concrete interfaces tested under cyclic actions, fastened with post-installed industrial steel screws. The overall behavior and the effect of roughness were investigated in three long interfaces, representative of connections between, e.g., a slab and a wall, a beam [...] Read more.
This study focuses on long concrete interfaces tested under cyclic actions, fastened with post-installed industrial steel screws. The overall behavior and the effect of roughness were investigated in three long interfaces, representative of connections between, e.g., a slab and a wall, a beam and a wall, etc. The results were compared with those of short interfaces tested by the authors in previous campaigns. It was observed that rough long interfaces activate their maximum resistance at small values of imposed shear slip. When roughness was reduced, the maximum resistance was also reduced, the corresponding shear slip was increased, and the overall behavior was stable. For large values of the shear slip, imposed at one end of the interface, the shear slips along it tended to be uniform, both in short and long interfaces. The limited embedment length of the screws led to their pronounced pullout. Finally, the asymmetry of resistance between the two loading directions that was observed in short interfaces was alleviated in the long ones, where also the scatter of the results was limited among duplicate specimens. Full article
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