Mimar Sinan Güzel Sanatlar Üniversitesi Açık Bilim, Sanat Arşivi
Açık Bilim, Sanat Arşivi, Mimar Sinan Güzel Sanatlar Üniversitesi tarafından doğrudan ve dolaylı olarak yayınlanan; kitap, makale, tez, bildiri, rapor gibi tüm akademik kaynakları uluslararası standartlarda dijital ortamda depolar, Üniversitenin akademik performansını izlemeye aracılık eder, kaynakları uzun süreli saklar ve yayınların etkisini artırmak için telif haklarına uygun olarak Açık Erişime sunar.MSGSÜ'de Ara
Effect of high temperature and cooling conditions on aerated concrete properties
dc.contributor.author | Tanacan, Leyla | |
dc.contributor.author | Ersoy, Halit Yasa | |
dc.contributor.author | Arpacioglu, Uemit | |
dc.date.accessioned | 2025-01-09T20:14:28Z | |
dc.date.available | 2025-01-09T20:14:28Z | |
dc.date.issued | 2009 | |
dc.identifier.issn | 0950-0618 | |
dc.identifier.uri | https://doi.org/10.1016/j.conbuildmat.2008.08.007 | |
dc.identifier.uri | https://hdl.handle.net/20.500.14124/9086 | |
dc.description.abstract | In this study, effect of elevated temperatures and various cooling regimes on the properties of aerated concrete is investigated. Air cooled materials are tested at room temperature and in hot condition right after the fire. Water quenching effect is determined by testing the material in wet condition right after the quenching and in dry condition at room temperature. Unstressed strength of the material tested hot is relatively higher than air cooled unstressed residual strength up to 600 degrees C. On the other hand, water quenching decreases the percentage of the strength particularly when the material is wet right after the quenching: strength is lost gradually as the temperature rises. As a result, if the quenching effect is disregarded, temperature rise does not have a considerable effect on the strength of the aerated concrete approximately up to 700-800 degrees C. It is able to maintain its volumetric stability as well. However, more care needs to he taken in terms of its use above 800 degrees C for fire safety. (C) 2008 Elsevier Ltd. All rights reserved. | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Elsevier Sci Ltd | en_US |
dc.relation.ispartof | Construction and Building Materials | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Aerated concrete | en_US |
dc.subject | High temperature | en_US |
dc.subject | Fire | en_US |
dc.subject | Young's modulus of elasticity | en_US |
dc.subject | Compressive strength | en_US |
dc.subject | Splitting strength | en_US |
dc.title | Effect of high temperature and cooling conditions on aerated concrete properties | en_US |
dc.type | article | en_US |
dc.authorid | TANACAN, LEYLA/0000-0001-7649-2441 | |
dc.authorid | Arpacioglu, Umit/0000-0001-8858-7499 | |
dc.department | Mimar Sinan Güzel Sanatlar Üniversitesi | en_US |
dc.identifier.doi | 10.1016/j.conbuildmat.2008.08.007 | |
dc.identifier.volume | 23 | en_US |
dc.identifier.issue | 3 | en_US |
dc.identifier.startpage | 1240 | en_US |
dc.identifier.endpage | 1248 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.wosquality | Q1 | |
dc.identifier.wos | WOS:000262773000008 | |
dc.identifier.scopus | 2-s2.0-57749195728 | |
dc.identifier.scopusquality | Q1 | |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.snmz | KA_20250105 |
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