Functional Lightweight Concrete Systems for Sustainable Load-Bearing Applications: Experimental Assessment of Perlite-Modified Reinforced Concrete Beams

ArticleAçık Erişim

Özet

The increasing demand for sustainable structural materials in the construction industry has intensified the need to develop high-performance and environmentally efficient reinforced concrete systems. In this context, the incorporation of functional material-enhanced concrete systems, including raw lightweight aggregates such as perlite, offers a promising pathway for reducing environmental impact while maintaining adequate structural performance. This study experimentally investigates the flexural behavior of reinforced concrete (RC) beams incorporating raw perlite aggregates within a functional material-enhanced structural framework. A total of four RC beams with identical geometry and reinforcement details were produced, including perlite aggregate beams (P25 and P40) and conventional aggregate beams (C25 and C40), corresponding to compressive strength classes of 25 MPa and 40 MPa. All specimens were tested under monotonic flexural loading conditions. The structural response was evaluated in terms of load–displacement behavior, stiffness degradation, ductility, energy dissipation capacity, moment–curvature response, and failure modes. The results indicate that perlite aggregate beams exhibit reduced stiffness and energy dissipation capacity compared to conventional counterparts at comparable mixture-average compressive-strength levels. However, the high-strength perlite beam (P40) demonstrated comparable flexural capacity and ductility to the normal-strength conventional beam (C25), highlighting its potential for sustainable structural applications. Furthermore, a building-scale environmental assessment based on a representative three-story reinforced concrete structure demonstrates that the use of raw perlite aggregates significantly reduces energy consumption, CO2-equivalent emissions, and water usage. From a functional materials perspective, the findings provide a basis for the future development of multifunctional load-bearing concrete systems, where lightweight aggregate substrates can be combined with protective or performance-enhancing coating technologies to achieve improved durability, environmental resistance, and structural efficiency. This integration could further enhance durability and long-term structural performance in load-bearing applications. © 2026 by the authors.

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RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/10445Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.3390/coatings16091085Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorPolat, Melih Sakir
dc.contributor.authorTuran, Ahmet İhsan
dc.contributor.authorKucuk, Mesut
dc.contributor.authorKumbasaroglu, Atila
dc.contributor.authorYalciner, Hakan
dc.contributor.authorAyaz, Yasar
dc.date.accessioned2026-10-18T20:25:39.675722207Z
dc.date.available2026-10-18T20:25:39.675722207Z
dc.date.issued2026
dc.description.abstractThe increasing demand for sustainable structural materials in the construction industry has intensified the need to develop high-performance and environmentally efficient reinforced concrete systems. In this context, the incorporation of functional material-enhanced concrete systems, including raw lightweight aggregates such as perlite, offers a promising pathway for reducing environmental impact while maintaining adequate structural performance. This study experimentally investigates the flexural behavior of reinforced concrete (RC) beams incorporating raw perlite aggregates within a functional material-enhanced structural framework. A total of four RC beams with identical geometry and reinforcement details were produced, including perlite aggregate beams (P25 and P40) and conventional aggregate beams (C25 and C40), corresponding to compressive strength classes of 25 MPa and 40 MPa. All specimens were tested under monotonic flexural loading conditions. The structural response was evaluated in terms of load–displacement behavior, stiffness degradation, ductility, energy dissipation capacity, moment–curvature response, and failure modes. The results indicate that perlite aggregate beams exhibit reduced stiffness and energy dissipation capacity compared to conventional counterparts at comparable mixture-average compressive-strength levels. However, the high-strength perlite beam (P40) demonstrated comparable flexural capacity and ductility to the normal-strength conventional beam (C25), highlighting its potential for sustainable structural applications. Furthermore, a building-scale environmental assessment based on a representative three-story reinforced concrete structure demonstrates that the use of raw perlite aggregates significantly reduces energy consumption, CO2-equivalent emissions, and water usage. From a functional materials perspective, the findings provide a basis for the future development of multifunctional load-bearing concrete systems, where lightweight aggregate substrates can be combined with protective or performance-enhancing coating technologies to achieve improved durability, environmental resistance, and structural efficiency. This integration could further enhance durability and long-term structural performance in load-bearing applications. © 2026 by the authors.
dc.description.sponsorshipFunding text 1: This research was funded by Inonu University, Scientific Research Projects Co-ordination Unit (BAP) under grant number FBA-2024-3343.; Funding text 2: The authors gratefully acknowledge the financial and technical support provided by the Scientific Research Projects Coordination Unit of Inonu University (Project No: FBA-2024-3343).
dc.identifier.doi10.3390/coatings16091085
dc.identifier.issn2079-6412
dc.identifier.issue9
dc.identifier.scopus2-s2.0-105051875011
dc.identifier.startpage1085
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/10445
dc.identifier.volume16
dc.identifier.wosWOS:001891435700001
dc.language.isoen
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)
dc.relation.ispartofCoatings
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectenergy and CO<sub>2</sub> reduction in buildings
dc.subjectfunctional materials in construction
dc.subjectload-bearing structural systems
dc.subjectraw perlite aggregate concrete
dc.subjectreinforced concrete beams
dc.subjectstructural performance optimization
dc.subjectsurface engineering and functional coatings
dc.subjectsustainable cementitious materials
dc.subjectCarbon dioxide
dc.subjectCompressive strength
dc.subjectConcrete aggregates
dc.subjectConstruction industry
dc.subjectEnergy dissipation
dc.subjectEnergy utilization
dc.subjectEnvironmental impact
dc.subjectEnvironmental technology
dc.subjectFunctional materials
dc.subjectHigh performance concrete
dc.subjectLoads (forces)
dc.subjectProtective coatings
dc.subjectReinforced concrete
dc.subjectStructural analysis
dc.subjectStructural optimization
dc.subjectSustainable development
dc.subjectAggregate concrete
dc.subjectCementitious materials
dc.subjectCO 2 reduction
dc.subjectEnergy
dc.subjectEnergy and CO2 reduction in building
dc.subjectFunctional coating
dc.titleFunctional Lightweight Concrete Systems for Sustainable Load-Bearing Applications: Experimental Assessment of Perlite-Modified Reinforced Concrete Beams
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus0
rdl.citation.wos0
rdl.oa.statusgold
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)