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dc.contributor.author류두열-
dc.date.accessioned2017-09-25T05:09:40Z-
dc.date.available2017-09-25T05:09:40Z-
dc.date.issued2015-12-
dc.identifier.citationJOURNAL OF TESTING AND EVALUATION, v. 45, no.2, page 624-641en_US
dc.identifier.issn0090-3973-
dc.identifier.issn1945-7553-
dc.identifier.urihttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150275.htm-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/29355-
dc.description.abstractIn order to investigate the effects of fiber length, placement method, and test method on the biaxial flexural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC), several UHPFRC panels with two different fiber lengths (L-f of 13 and 19.5mm) were fabricated using two different placement methods (placing concrete at the center and the edge) and were then tested by two different test methods (ASTM C1550-12a and a novel biaxial flexure test (BFT)). Image analysis was also performed to quantitatively investigate the fiber distribution characteristics according to the fiber length and placement method and to thoroughly analyze the experimental results. The first cracking strength and corresponding toughness were found to be insignificantly influenced by the fiber length, placement method, and test method, but the panels with longer fibers and with concrete placed at the center (in the maximum moment region) were found to have higher biaxial flexural strength, deflection capacity, and toughness after a deflection of 2.5mm (d2.5). The panels tested by the BFT method showed lower flexural strength, more cracks with a random distribution, and higher deviation in flexural performances than those tested by ASTM C1550. These test results were verified by evaluating the fiber distribution characteristics (i.e., the number of fibers per unit area, fiber orientation, and fiber dispersion) at localized crack surfaces by using the image analysis technique.en_US
dc.description.sponsorshipThis research was supported by a grant from a Construction Technology Research Project 13SCIPS02 (development of impact/blast resistant HPFRCC and evaluation technique thereof) funded by the Ministry on Land, Infrastructure, and Transport.en_US
dc.language.isoenen_US
dc.publisherAMER SOC TESTING MATERIALSen_US
dc.subjectultra-high-performance fiber-reinforced concreteen_US
dc.subjectfiber lengthen_US
dc.subjectplacement methoden_US
dc.subjectbiaxial flexureen_US
dc.subjectfiber distribution characteristicsen_US
dc.titleComparative Biaxial Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Panels Using Two Different Test and Placement Methodsen_US
dc.typeArticleen_US
dc.identifier.doi10.1520/JTE20150275-
dc.relation.journalJOURNAL OF TESTING AND EVALUATION-
dc.contributor.googleauthorYoo, Doo-Yeol-
dc.contributor.googleauthorBanthia, Nemkumar-
dc.contributor.googleauthorZi, Goangseup-
dc.contributor.googleauthorYoon, Young-Soo-
dc.relation.code2015001661-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF ARCHITECTURAL ENGINEERING-
dc.identifier.piddyyoo-
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COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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