dc.contributor.author | Jocius, Vytautas | |
dc.contributor.author | Lipinskas, Donatas | |
dc.contributor.author | Skripkiūnas, Gintautas | |
dc.date.accessioned | 2023-09-18T16:52:43Z | |
dc.date.available | 2023-09-18T16:52:43Z | |
dc.date.issued | 2014 | |
dc.identifier.issn | 2036-9913 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/117481 | |
dc.description.abstract | A variety of aggregates is used for concrete production. This article provides the analysis of the most frequent types of concrete aggregates, which are: gravel, dolomite, granite, and expanded clay. The fire alters the main feature of concrete – to resist compressive strength. When concrete is heated, both physical and chemical processes take place, and their negative results depend on the temperature level, speed of change and exposure duration, moisture content in concrete, its composition and structure, aggregates and characteristics of the contact area, production technology of structures, its size, shape of the cross section, load type, etc. The research of the analysis involved one-sided heating and volumetric heating according to the standard fire curve. Temperature measurements were carried out in different layers of concrete. The ultrasonic change in concrete specimens with different aggregates was measured too. Compressive strength decrease after heating is determined. | eng |
dc.format | PDF | |
dc.format.extent | p. 118-123 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Academic Search Complete | |
dc.relation.isreferencedby | Scopus | |
dc.source.uri | https://doi.org/10.15866/irece.v5i4.2165 | |
dc.subject | SD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques | |
dc.title | Effect of aggregate on the fire resistance of concrete | |
dc.type | Straipsnis Scopus DB / Article in Scopus DB | |
dcterms.references | 14 | |
dc.type.pubtype | S2 - Straipsnis Scopus DB / Scopus DB article | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.institution | PAGD prie VRM Gaisrinių tyrimų centras | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.subject.researchfield | T 008 - Medžiagų inžinerija / Material engineering | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.en | concrete aggregates | |
dc.subject.en | concrete | |
dc.subject.en | fire resistance | |
dc.subject.en | dolomite | |
dc.subject.en | granite | |
dc.subject.en | gravel | |
dc.subject.en | expanded clay | |
dc.subject.en | standard fire curve | |
dcterms.sourcetitle | International review of civil engineering (IRECE) | |
dc.description.issue | no. 4 | |
dc.description.volume | vol. 5 | |
dc.publisher.name | Praise Worthy Prize | |
dc.publisher.city | Neapol | |
dc.identifier.doi | 10.15866/irece.v5i4.2165 | |
dc.identifier.elaba | 23109158 | |