Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 류두열 | - |
dc.date.accessioned | 2017-06-02T06:55:50Z | - |
dc.date.available | 2017-06-02T06:55:50Z | - |
dc.date.issued | 2015-09 | - |
dc.identifier.citation | JOURNAL OF COMPOSITE MATERIALS | en_US |
dc.identifier.issn | 0021-9983 | - |
dc.identifier.issn | 1530-793X | - |
dc.identifier.uri | http://journals.sagepub.com/doi/abs/10.1177/0021998315604039 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/27585 | - |
dc.description.abstract | In this study, the effect of the textile reinforcement type on the flexural response of textile-reinforced concrete beams under static and impact loads was investigated. In addition, to compare the flexural capacities with those of conventional steel-fiber-reinforced concrete, steel-fiber-reinforced concrete beams having similar compressive strength with that of textile-reinforced concrete were fabricated and tested according to the fiber content. Enhancements in the flexural capacities were obtained using polymer-coated textile reinforcement, and three-dimensional textile reinforcement resulted in slightly better flexural performance than two-dimensional textile reinforcement under both static and impact loads. Upon comparison with the results obtained from the steel-fiber-reinforced concrete beams, the textile-reinforced concrete specimen with polymer-coated textile reinforcement exhibited the best flexural performance in terms of the strength, toughness, and residual load carrying capacity (higher than or at least similar to those of the steel-fiber-reinforced concrete with a fiber volume content of 2%), whereas the textile-reinforced concrete specimens with uncoated textile reinforcement exhibited lower strength and toughness than those of the steel-fiber-reinforced concrete with a fiber volume content of 0.5%. Finally, the strain-rate sensitivity of the flexural strength for textile-reinforced concrete was found to be similar to that for steel-fiber-reinforced concrete. | en_US |
dc.description.sponsorship | The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This 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.iso | en | en_US |
dc.publisher | SAGE PUBLICATIONS LTD | en_US |
dc.subject | Textile-reinforced concrete | en_US |
dc.subject | steel-fiber-reinforced concrete | en_US |
dc.subject | impact | en_US |
dc.subject | flexure | en_US |
dc.subject | polymer | en_US |
dc.subject | strain-rate | en_US |
dc.title | Comparative Low-Velocity Impact Response of Textile-Reinforced Concrete and Steel Fiber-Reinforced Concrete Beams | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1177/0021998315604039 | - |
dc.relation.journal | JOURNAL OF COMPOSITE MATERIALS | - |
dc.contributor.googleauthor | Yoo, Doo-Yeol | - |
dc.contributor.googleauthor | Gohil, Udityasinh | - |
dc.contributor.googleauthor | Gries, Thomas | - |
dc.contributor.googleauthor | Yoon, Young-Soo | - |
dc.relation.code | 2015002112 | - |
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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