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dc.contributor.advisorKarolina, Rahmi
dc.contributor.authorNapitupulu, Joshua Bintang
dc.date.accessioned2024-02-19T07:40:23Z
dc.date.available2024-02-19T07:40:23Z
dc.date.issued2023
dc.identifier.urihttps://repositori.usu.ac.id/handle/123456789/91489
dc.description.abstractHigh-strength concrete is defined as concrete with compressive strength greater than 41.4 MPa. The workability of concrete is highly influenced by its constituents, typically composed of coarse aggregate, fine aggregate, cement, and water. Fly ash is a byproduct of coal combustion in Coal-Fired Power Plants (PLTU). Given the abundance of fly ash produced, it is expected to substitute cement as a component in concrete. In this study, cubic-shaped concrete specimens with dimensions of 5x5x5 cm were prepared with variations of 0%, 10%, 20%, 30%, 40%, and 50% fly ash content. The specimens underwent a curing process for 28 days and were then subjected to heating at temperatures of 500ºC and 1000ºC for 4 hours. To determine compressive strength values, compressive strength tests were conducted. The results indicate that at 500ºC, the highest compressive strength is achieved with 10% fly ash content, reaching a value of 34.2 MPa. At 1000ºC, the highest value is observed with 0% fly ash content, yielding a compressive strength of 15.3 MPa. Specimens begin to change color at 1000ºC, accompanied by the occurrence of hairline cracksen_US
dc.language.isoiden_US
dc.publisherUniversitas Sumatera Utaraen_US
dc.subjectHigh-Strength Concreteen_US
dc.subjectFly Ashen_US
dc.subjectHigh Temperatureen_US
dc.subjectCompressive Strengthen_US
dc.subjectSDGsen_US
dc.titlePengaruh Paparan Temperatur Tinggi terhadap Sifat Mekanik Beton Mutu Tinggi dengan Subtitusi Flyashen_US
dc.typeThesisen_US
dc.identifier.nimNIM190404086
dc.identifier.nidnNIDN0018038205
dc.identifier.kodeprodiKODEPRODI22201#Teknik Sipil
dc.description.pages120 Halamanen_US
dc.description.typeSkripsi Sarjanaen_US


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