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Effect of Expanded Perlite Aggregate Size on Physical and Mechanical Properties of Ultra Lightweight Concrete Produced With Expanded Perlite Aggregate

dc.authorscopusid 24077426800
dc.authorscopusid 57211330834
dc.authorwosid Tapan, Mucip/Aak-7594-2020
dc.contributor.author Tapan, Mucip
dc.contributor.author Engin, Celil
dc.date.accessioned 2025-05-10T17:43:30Z
dc.date.available 2025-05-10T17:43:30Z
dc.date.issued 2019
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Tapan, Mucip; Engin, Celil] Van Yuzuncu Yil Univ, Fac Engn, Dept Civil Engn, Zeve Kampusu, TR-65080 Tusba, Van, Turkey en_US
dc.description.abstract In this study, ultra-light weight concrete (ULWC) with heat-insulating properties is produced by using different size expanded perlite aggregates and various admixtures. The compressive strength, 4 point bending strength, freezing and thawing resistance, water absorption, dry unit weight, ultra sound velocities and thermal conductivity of the samples were determined by applying appropriate tests. The effect of different size expanded perlite aggregate on the properties of ULWC were also investigated in this study and it was found that as the expanded perlite aggregate diameter increased, the void volume uniformity, water absorption percentage and freezing-thawing resistance increased while the unit volume weight of ULWC samples, ultrasound speed velocities, thermal conductivity and compressive strength were decreased. The changes in the masses and compressive strength of ULWC samples subjected to freezing and thawing cycles were examined. The compressive strength loss was found to be between 5 % and 47 % while the weight loss was between 1 % and 3.5 % after 15 freezing and thawing cycles. Finally, the effects of the admixtures on the fresh properties of ULWC were examined and it was determined that the use of 4.5 kg of air-entraining material in one cubic meter of concrete mix is the most ideal ratio and the use of more than 0.01 % by volume of polypropylene fiber is caused settlements in fresh concrete mixtures. en_US
dc.description.sponsorship Turkish National Science Foundation en_US
dc.description.sponsorship This study was fully supported by Turkish National Science Foundation (Grant Number: TUBITAK 115M037). The authors gratefully acknowledge the financial support by Turkish National Science Foundation. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.3311/PPci.12680
dc.identifier.endpage 855 en_US
dc.identifier.issn 0553-6626
dc.identifier.issue 3 en_US
dc.identifier.scopus 2-s2.0-85073533514
dc.identifier.scopusquality Q2
dc.identifier.startpage 845 en_US
dc.identifier.uri https://doi.org/10.3311/PPci.12680
dc.identifier.uri https://hdl.handle.net/20.500.14720/15887
dc.identifier.volume 63 en_US
dc.identifier.wos WOS:000487826900016
dc.identifier.wosquality Q3
dc.language.iso en en_US
dc.publisher Budapest Univ Technology Economics en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Expanded Perlite en_US
dc.subject Thermal Conductivity en_US
dc.subject Mechanical And Physical Properties en_US
dc.subject Ultra Lightweight Concrete en_US
dc.title Effect of Expanded Perlite Aggregate Size on Physical and Mechanical Properties of Ultra Lightweight Concrete Produced With Expanded Perlite Aggregate en_US
dc.type Article en_US

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