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Study on the Modification and Compressive Properties of Concrete Building Materials

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: closed (1 August 2021) | Viewed by 1868

Special Issue Editor


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Guest Editor
Department of Architecture, Roma Tre University, 00154 Roma, Italy
Interests: high and ultrahigh performance concrete; fiber-reinforced concrete; green concrete; phase change recycled concrete; durability; sustainability; nondestructive testing (NDT) of concrete structures; onsite inspection; structural health monitoring; design by testing; material uncertainties; predictive maintenance

Special Issue Information

Dear Colleagues,

Most of the important achievements in architecture during the twentieth century, some of which are now on the World Heritage List, were constructed in reinforced concrete, an artificial material which was expected to maintain the required mechanical properties over the expected lifetime of the structure. However, many decades after their construction under specific environmental conditions, these buildings are now facing a series of preservation challenges as they experience various forms of modification, including deterioration of mechanical concrete properties. Meanwhile, researchers from all over the world are focusing their efforts on material modification in order to improve the properties of both fresh and hardened concrete, to study the effects of different types of mineral admixtures and additives, of fiber-reinforcing, w/c ratio, green concrete, and phase change recycled concrete for use in thermal conditioning. In this context, the compressive properties of concrete building materials are usually evaluated to assess the quality of concrete in its different material composition and application, in order to satisfy the structural design purposes responding to the current needs and to guarantee the future ones.

The articles published in this Special Issue will cover different topics on concrete modification and performance, ranging from numerical to experimental studies that includes both fieldwork and laboratory research to evaluate the compressive properties of concrete both in its current form and in cases where it has been retrofitted or upgraded. The issue includes papers on monitoring and nondestructive testing methods, aiming to control material modifications during its service life in order to ensure safety, durability, and functionality, as well as sustainability of the concrete buildings. Finally, papers on matters of safety, uncertainty, preservation, and decision on whether to modify the existing condition or not are welcome.

Dr. Silvia Santini
Guest Editor

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. Materials 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

  • High and ultrahigh performance concrete
  • Fiber-reinforced concrete
  • Green concrete
  • Phase change recycled concrete
  • Durability
  • Sustainability
  • Nondestructive testing (NDT) of concrete structures
  • Onsite inspection
  • Structural health monitoring
  • Design by testing
  • Material uncertainties
  • Predictive maintenance

Published Papers (1 paper)

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Research

11 pages, 2979 KiB  
Article
Smart Materials: Cementitious Mortars and PCM Mechanical and Thermal Characterization
by Federico Orsini, Paola Marrone, Silvia Santini, Lorena Sguerri, Francesco Asdrubali, Giorgio Baldinelli, Francesco Bianchi and Andrea Presciutti
Materials 2021, 14(15), 4163; https://doi.org/10.3390/ma14154163 - 27 Jul 2021
Cited by 3 | Viewed by 1453
Abstract
Climate change (CC) is predominantly connected to greenhouse gas (GHG) emissions from the construction sector. It is clear how it is necessary to rethink construction materials in order to reduce GHG emissions. Among the various strategies proposed, recent research has investigated the potential [...] Read more.
Climate change (CC) is predominantly connected to greenhouse gas (GHG) emissions from the construction sector. It is clear how it is necessary to rethink construction materials in order to reduce GHG emissions. Among the various strategies proposed, recent research has investigated the potential of smart materials. This study in particular aims to develop an innovative building component that combines high energy performance with reduced thickness and weight. For this reason, the potential of Phase Change Materials (PCM) in cement-based mixes is investigated, comparing the performance of a traditional mix with two innovative mixes made with the addition of 3% and 7% PCM. This work characterizes the new material, analyzing its mechanical and thermal performance, highlighting how the mix strength decreases as the PCM ratio increases; however, both mixes may be considered suitable for masonry structures and may be classified as M5 and M15. Furthermore, from the analysis of the thermal performance, it emerges that the mix presents good behavior in terms of insulating properties. Full article
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