Effect of Fire on Concrete and Concrete Structures

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

Deadline for manuscript submissions: closed (30 June 2023) | Viewed by 3259

Special Issue Editors


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Guest Editor
Department of Civil Engineering, Babol Noshirvani University of Technology (BNUT), Babol 47148-71167, Iran
Interests: concrete; cementitious composites; nanoconcrete; bond; sustainability; waste materials; durability
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Guest Editor
Faculty of Mechanical Engineering, Babol Noshirvani University of Technology (BNUT), Babol, Iran
Interests: thermal Engineering; engineering thermodynamics; numerical simulation; thermal management; heat transfer; high temperature; thermal conductivity
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Faculty of Civil Engineering, St Joseph Engineering College (SJEC), Vamanjoor, India
Interests: concrete; cementitious composites; nanoconcrete; durability; sustainability; high temperature; corrosion

Special Issue Information

Dear Colleagues,

The residual strength of reinforced concrete (RC) structures exposed to high and elevated temperatures due to fire is one of the main concerns of researchers in this field. Although valuable studies have been concentrated on this context, more efforts are still required since there has been a developing trend to present new concrete generations along with sustainable mixtures containing waste and recycled materials (aggregates and powders). Moreover, to improve the regulations and specifications of fire-resistant RC buildings containing new concrete generations, a detailed analysis of the material's resistance to high temperatures should be performed either in the laboratory or with advanced software. Also, analyzing damaged concrete structures and finding a practical and efficient way to improve the performance of the damaged structure are the other concerns of researchers in this field.

Accordingly, this Special Issue (SI) of “Buildings” intends to publish experimental and numerical studies on RC members with thermally-damaged concrete considering new concrete generations. The main objectives of the present SI are design criteria, fire tests, damage analysis, and repair. Submissions in the fields of both experimental and numerical studies are welcome. The addressed areas of research include, but are not limited to:

  • Studying the effect of concrete composition on the structural performance of RC structures exposed to high temperatures.
  • Determine the effect of nanomaterials (within concrete mixtures or used as coating agents) on improving the residual strength of concrete.
  • Investigate the effect of new aggregates (industrial or recycled waste aggregates) on affecting the thermal expansion of hardened concrete.
  • Numerically study the effect of high temperatures on large-scale RC members and multistory buildings.
  • Finding efficient materials to repair thermally damaged concrete.
  • Using different non-destructive techniques (NDT) to determine the internal damage to RC members exposed to fire.
  • Presenting practical approaches for fire safety design of RC structures.

Dr. Seyed Sina Mousavi
Dr. Seyed Soheil Mousavi Ajarostaghi
Dr. Chandrasekhar Bhojaraju
Guest Editors

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Keywords

  • concrete
  • thermal damage assessment
  • fire-damaged concrete
  • post-fire assessment
  • numerical simulation
  • repair
  • fire safety design
  • fire safety provisions
  • fire safety management
  • concrete composition
  • nanomaterials
  • NDT techniques
  • computational heat transfer
  • thermal engineering

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Published Papers (1 paper)

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Research

26 pages, 5718 KiB  
Article
An Investigation towards Optimizing the Construction Materials and Configurations of Buildings for Improving Energy Efficiency and Consumption in Morocco
by Ali Lamrani Alaoui, Abdel-Illah Amrani, Seyed Soheil Mousavi Ajarostaghi, Mohsen Saffari Pour, Jamal-Eddine Salhi, Abdelkarim Daoudia and Mohammed Halimi
Buildings 2023, 13(7), 1705; https://doi.org/10.3390/buildings13071705 - 4 Jul 2023
Cited by 5 | Viewed by 2583
Abstract
In this paper, a thermal performance assessment of traditional building constructions and configurations in various Moroccan climates is carried out. This research focuses on enhancing conventional energy efficiency of buildings by investigating the thermal behavior of single clay walls, double clay walls, simple [...] Read more.
In this paper, a thermal performance assessment of traditional building constructions and configurations in various Moroccan climates is carried out. This research focuses on enhancing conventional energy efficiency of buildings by investigating the thermal behavior of single clay walls, double clay walls, simple brick walls, and double brick walls based on long-term meteorological data using TRNSYS software. The roof pitch, thermal comfort and discomfort index, and building energy consumption are considered while selecting buildings for each temperature zone. It is noticed that the double brick construction is more efficient in all climatic zones of Morocco. Thus, this material reduces the yearly energy requirement of building by 22% to 25% compared to the usual brick building. On the coldest winter days, a 30° south-facing roof raises the internal temperature by 2.5 °C compared to a horizontal roof. Temperature increases could reduce the air conditioning energy usage by 7% to 32% and overcooling hours by 12% to 21% in cities above 30° N. In addition, the findings are interesting enough to inspire individuals to implement the recommended construction design and study energy efficiency and thermal comfort in Moroccan buildings. Consequently, reducing energy consumption, mitigating climate change, and lowering greenhouse gas emissions. Full article
(This article belongs to the Special Issue Effect of Fire on Concrete and Concrete Structures)
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