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dc.contributor.author유재석-
dc.date.accessioned2022-11-15T01:58:43Z-
dc.date.available2022-11-15T01:58:43Z-
dc.date.issued2021-06-
dc.identifier.citationConstruction and Building Materials, v. 287, article no. 123018, Page. 1-11en_US
dc.identifier.issn0950-0618;1879-0526en_US
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0950061821007789?via%3Dihuben_US
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/176818-
dc.description.abstractWhen concrete structures are exposed to fire and high temperatures for an extended period of time, they become significantly less durable due to the decomposition of major hydration products and the evaporation of capillary water. A change in internal properties does not guarantee the stability of concrete structures and may reduce their life cycle. To preserve the durability and stability of concrete structures upon exposure to fire and high temperatures, fire-resistant mortar for exterior walls was developed in this work using zeolite, a phase change material (PCM), and magnesium hydroxide (MH). Zeolite was first coated with paraffin wax. Primary coated aggregates were then coated with MH, which was mixed with dissolved polyvinyl acetate to enhance adhesion on the surface of pre-coated aggregates. The physical and chemical properties of mortar mixed with different percentages of coated aggregates as a replacement for normal aggregates were evaluated by compressive strength tests, X-ray diffraction (XRD), scanning electron microscopy (SEM), and thermogravimetric analysis (TGA). Fire-resistant properties were investigated by residual compressive strength measurement tests, mass loss calculations, and mock-up tests to compare the internal temperature of mortar covered with normal and coated aggregate when heated in an electric furnace at 1000 degrees C. The residual compressive strength results showed a decrease in strength with a larger percentage of coated aggregates in the mortar. However, according to the mock-up test, control mortar covered with plain mortar took 5430 s (90.5 min) to reach a maximum temperature of 842 degrees C, while the mortar covered with 100% coated aggregate took 7170 s (119.5 min) to reach a maximum temperature of 735 degrees C. The obtained results indicate that the coated aggregate is a proper replacement for conventional aggregate in the development of fire-resistant mortar. (c) 2021 Elsevier Ltd. All rights reserved.en_US
dc.languageenen_US
dc.publisherElsevier BVen_US
dc.subjectFire-resistanceen_US
dc.subjectCoated aggregateen_US
dc.subjectPhase change materialen_US
dc.subjectMagnesium hydroxideen_US
dc.subjectMock-up testen_US
dc.titleExperimental evaluation of fire resistance performance of cement mortar with PCM/Mg(OH)2-based composite fine aggregateen_US
dc.typeArticleen_US
dc.relation.volume287-
dc.identifier.doi10.1016/j.conbuildmat.2021.123018en_US
dc.relation.page1-11-
dc.relation.journalConstruction and Building Materials-
dc.contributor.googleauthorYoo, Dong Ho-
dc.contributor.googleauthorJeon, In Kyu-
dc.contributor.googleauthorKim, Hong Gi-
dc.contributor.googleauthorLee, Jun Suk-
dc.contributor.googleauthorRyou, Jae Suk-
dc.sector.campusS-
dc.sector.daehak공과대학-
dc.sector.department건설환경공학과-
dc.identifier.pidjsryou-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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