Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 류두열 | - |
dc.date.accessioned | 2019-11-21T00:19:49Z | - |
dc.date.available | 2019-11-21T00:19:49Z | - |
dc.date.issued | 2017-02 | - |
dc.identifier.citation | MATERIALS AND STRUCTURES, v. 50, no. 1, Article no. UNSP 64 | en_US |
dc.identifier.issn | 1359-5997 | - |
dc.identifier.issn | 1871-6873 | - |
dc.identifier.uri | https://link.springer.com/article/10.1617%2Fs11527-016-0899-0 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/112943 | - |
dc.description.abstract | The goal of this study was to investigate the compressive and flexural behaviors of amorphous metallic fiber reinforced concrete (AM-FRC). Two water-to-cementitious material ratios (w/cm of 0.6 and 0.45) and three volume fractions of amorphous metallic fibers (v(f) of 0.25, 0.5, and 0.75 %) were considered. To predict the pre- and post-cracking flexural behaviors of AM-FRC beams, sectional analyses were performed using two different material models. Test results indicated that a lower w/cm led to higher compressive strength, higher elastic modulus, and higher brittleness. The compressive strain capacity and post-peak ductility were improved by increasing fiber content. Almost linear increases in flexural strength and deflection capacity were obtained with increased fiber content, while a higher compressive strength (a lower w/cm) resulted in a higher flexural strength but did not significantly change the deflection capacity. The sectional analysis based on RILEM TC 162-TDF significantly overestimated the post-peak ductility of AM-FRC beams, whereas the sectional analysis incorporating the material models proposed by the authors exhibited good agreement with the test data. | en_US |
dc.description.sponsorship | The authors wish to thank the Department of Civil Engineering at the University of British Columbia for providing financial support of this research. Continued support of IC-IMPACTS (Canada India Research Center of Excellence) is also appreciated. | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | SPRINGER | en_US |
dc.subject | Amorphous metallic fiber reinforced concrete | en_US |
dc.subject | Mechanical properties | en_US |
dc.subject | Tension-softening curve | en_US |
dc.subject | Sectional analysis | en_US |
dc.subject | Post-peak ductility | en_US |
dc.title | Experimental and numerical analysis of the flexural response of amorphous metallic fiber reinforced concrete | en_US |
dc.type | Article | en_US |
dc.relation.no | 1 | - |
dc.relation.volume | 50 | - |
dc.identifier.doi | 10.1617/s11527-016-0899-0 | - |
dc.relation.page | 64-77 | - |
dc.relation.journal | MATERIALS AND STRUCTURES | - |
dc.contributor.googleauthor | Yoo, Doo-Yeol | - |
dc.contributor.googleauthor | Banthia, Nemkumar | - |
dc.relation.code | 2017006329 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | DEPARTMENT OF ARCHITECTURAL ENGINEERING | - |
dc.identifier.pid | dyyoo | - |
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