Polymer for Sustainable Construction—Recent Trends and Future Perspectives

A special issue of Polymers (ISSN 2073-4360). This special issue belongs to the section "Polymer Applications".

Deadline for manuscript submissions: 31 December 2024 | Viewed by 4356

Special Issue Editors


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Guest Editor
Poznan University of Technology, Faculty of Civil and Transport Engineering, Instutute of Building Engineering, 60-965 Poznań, Poland
Interests: Building materials, concrete technology, nanotechnology, nanomaterials, chemical technology, fibre-reinforced concrete, durability, sustainable construction
Special Issues, Collections and Topics in MDPI journals
Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic
Interests: materials design; eco-innovations; alkali-activation; smart building materials; sustainable construction; recycled materials; life cycle assessment; reinforced polymers
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The production of most building materials involves large energy inputs and often the emission of environmentally harmful greenhouse gases. Therefore, the construction industry is increasingly looking for new environmentally friendly materials and moving toward products based on waste materials in accordance with the principles of circular economy. Among these materials, special attention is being paid to the development of alternative polymer binders and wide-ranging polymer modifications, both modifying the durability of the binder and acting as fillers or aggregate materials. Therefore, topics of interest include but are not limited to the following: polymers as alternative cementitious binders; polymer modifications and nanomodifications of cementitious composites; recycling aggregates based on polymers and plastics; polymer fibers as reinforcements of building composites; biopolymer modifications of building materials; polymeric modifications of the surface of construction materials that increase material durability and provide them with new functionalities, such as antibacterial properties; and LCA assessment of polymer composites. The aim of this Special Issue is to present the latest research and advances in the aforementioned areas, particularly on the alternatives binders to cementitious materials and polymer modifications of cement-based materials. In addition, articles outlining the development and future prospects of this type of material, with a focus on life cycle assessment and the circular economy, are welcome. 

Prof. Dr. Agnieszka Ślosarczyk
Dr. Jan Fořt
Guest Editors

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Keywords

  • alkali-activated binders
  • polymer-modified cement-based materials
  • polymer fibers in building materials
  • durability of building materials
  • circular economy
  • life cycle assessment

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Published Papers (3 papers)

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Research

14 pages, 4385 KiB  
Article
Mechanistic Fatigue Performance Evaluation of Stone Mastic Asphalt Mixtures: Effect of Asphalt Performance Grade and Elastic Recovery
by Jongsub Lee, Sungjin Lee, Yujoong Hwang, Ohsun Kwon and Gyumin Yeon
Polymers 2024, 16(17), 2414; https://doi.org/10.3390/polym16172414 - 26 Aug 2024
Viewed by 782
Abstract
This study evaluates the crack performance of stone mastic asphalt (SMA) mixtures according to the performance of a modified asphalt binder, evaluated based on the asphalt performance grade (PG) and the elastic recovery of multiple stress creep and recovery (MSCR) according to AASHTO [...] Read more.
This study evaluates the crack performance of stone mastic asphalt (SMA) mixtures according to the performance of a modified asphalt binder, evaluated based on the asphalt performance grade (PG) and the elastic recovery of multiple stress creep and recovery (MSCR) according to AASHTO M 320 and T 350. The cracking performance of the mixture was evaluated using the asphalt mixture performance tester (AMPT) according to AASHTO T 378 and T 400 through dynamic modulus and direct tension cyclic fatigue tests. Furthermore, the recently developed viscoelastic continuum damage (VECD) theory was utilized to evaluate the cyclic fatigue index parameter (apparent damage capacity, Sapp) and the permissible heavy vehicle class. For performance evaluation, six modified asphalt mixtures were prepared and tested using SMA aggregate gradation with a nominal maximum aggregate size (NMAS) of 10 mm. The MSCR test results revealed that, of the six asphalt mixtures, the rubber-based PG76-28 exhibited the least initial strain and the highest elastic recovery. The dynamic modulus test results demonstrated that using a rubber-based modifier increased the elastic modulus at high temperatures and decreased it at low temperatures, thereby enhancing resistance to plastic deformation in the summer and reducing low-temperature cracking in the winter. Finally, the correlation between the Sapp performance index and the elastic recovery of modified asphalt and the number of direct tension cyclic loads until failure of the mixture was evaluated as 0.87 and 0.76, respectively. Full article
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21 pages, 3932 KiB  
Article
Study on the Performance of Asphalt Modified with Bio-Oil, SBS and the Crumb Rubber Particle Size Ratio
by Fengqi Guo, Zhaolong Shen, Liqiang Jiang, Qiuliang Long and Yujie Yu
Polymers 2024, 16(13), 1929; https://doi.org/10.3390/polym16131929 - 6 Jul 2024
Viewed by 1163
Abstract
To enhance the properties of SBS and crumb rubber-modified asphalts, four different amounts (5%, 10%, 15%, and 20%) of castor oil were added to crumb rubber-modified asphalts to mitigate the adverse effects of high levels of fine crumb rubber particles on the aging [...] Read more.
To enhance the properties of SBS and crumb rubber-modified asphalts, four different amounts (5%, 10%, 15%, and 20%) of castor oil were added to crumb rubber-modified asphalts to mitigate the adverse effects of high levels of fine crumb rubber particles on the aging resistance of SBS and crumb rubber-modified asphalt. Initially, a conventional test was conducted to assess the preliminary effects of bio-oil on the high-temperature and anti-aging properties of SBS and crumb rubber-modified asphalt. Subsequently, dynamic shear rheometer and bending beam rheometer tests were employed to evaluate the impact of bio-oil on the high- and low-temperature and anti-fatigue properties of SBS and crumb rubber-modified asphalt. Finally, fluorescence microscopy and Fourier transform infrared spectroscopy were used to examine the micro-dispersion state of the modifier and functional groups in bio-oil, SBS and crumb rubber composite-modified asphalts. The experimental results indicated that bio-oil increased the penetration of SBS and crumb rubber-modified asphalt, decreased the softening point and viscosity, and significantly improved its aging resistance. The addition of bio-oil enhanced the anti-fatigue properties of SBS and crumb rubber-modified asphalt. The optimal amount of added bio-oil was identified. Bio-oil also positively influenced the low-temperature properties of SBS and crumb rubber-modified asphalt. Although the addition of bio-oil had some adverse effects on the asphalt’s high-temperature properties, the asphalt mixture modified with bio-oil, SBS, and crumb rubber still exhibited superior high-temperature properties compared to unmodified asphalt. Furthermore, fluorescence microscopy and Fourier transform infrared spectroscopy results demonstrated that bio-oil can be uniformly dispersed in asphalt, forming a more uniform cross-linked structure and thereby enhancing the aging resistance of SBS and crumb rubber-modified asphalt. The modification process involved the physical blending of bio-oil, SBS, and crumb rubber within the asphalt. Comprehensive research confirmed that the addition of bio-oil has a significant and positive role in enhancing the properties of SBS and crumb rubber-modified asphalt with different composite crumb rubber particle size ratios. Full article
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16 pages, 6143 KiB  
Article
MOC Composites for Construction: Improvement in Water Resistance by Addition of Nanodopants and Polyphenol
by Anna-Marie Lauermannová, Ondřej Jankovský, Adéla Jiříčková, David Sedmidubský, Martina Záleská, Adam Pivák, Milena Pavlíková and Zbyšek Pavlík
Polymers 2023, 15(21), 4300; https://doi.org/10.3390/polym15214300 - 1 Nov 2023
Cited by 3 | Viewed by 1329
Abstract
The topic of modification of magnesium oxychloride cement (MOC) using specific functional additives is very much pronounced in the research of alternative building materials. This study deals with the co-doping of MOC by 1D and 2D carbon nanomaterials in order to improve its [...] Read more.
The topic of modification of magnesium oxychloride cement (MOC) using specific functional additives is very much pronounced in the research of alternative building materials. This study deals with the co-doping of MOC by 1D and 2D carbon nanomaterials in order to improve its mechanical properties while using tannic acid (TA) as a surfactant. Furthermore, the effect of TA on MOC also improves its water resistance. As a filler, three size fractions of standard quartz sand are used. The proposed types of MOC-based composites show promising results considering their mechanical, macro- and microstructural, chemical, and hygric properties. The use of 1D and 2D nanoadditives and their mixture enables the improvement in the flexural strength and particularly the softening coefficient, which is the durability parameter characterizing the resistance of the prepared materials to water. After immersion in water for 24 h, the compressive strength of all tested specimens of modified composites was higher than that of the reference composite. Quantitatively, the developed co-doped composites show mechanical parameters comparable to or even better than those of commonly used Portland cement-based materials while maintaining high environmental efficiency. This indicates their potential use as an environmentally friendly alternative to Portland cement-based products. Full article
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