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Preliminary Research on Strain Rate Effect by Concrete Compressive Strength
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Yun, N.R. | - |
| dc.contributor.author | Shim, C.S. | - |
| dc.date.accessioned | 2024-05-07T07:30:23Z | - |
| dc.date.available | 2024-05-07T07:30:23Z | - |
| dc.date.issued | 2013-05 | - |
| dc.identifier.issn | 1738-298X | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/73589 | - |
| dc.description.abstract | In this pater, preliminary research on stain rate effects of concrete are performed considering concrete. DIF sensitivity of HSC(High Strength Concrete) is higher than that of normal concrete for strain rate below 100/s. | - |
| dc.description.abstract | 압축강도에 따른 콘크리트 변형률속도 효과에 대한 선행연구를 수행하였다. ε=100/s 이상 에서는 일반콘크리트보다 HSC(High Strength Concrete)에서 동적하중계수의 민감성이 더 크게 나타났다. | - |
| dc.format.extent | 2 | - |
| dc.title | Preliminary Research on Strain Rate Effect by Concrete Compressive Strength | - |
| dc.title.alternative | 콘크리트 압축강도에 따른 변형률속도 효과에 대한 선행연구 | - |
| dc.type | Article | - |
| dc.identifier.bibliographicCitation | 한국콘크리트학회 2013 봄 학술대회 논문집, v.25, no.1, pp 231 - 232 | - |
| dc.description.isOpenAccess | N | - |
| dc.citation.endPage | 232 | - |
| dc.citation.number | 1 | - |
| dc.citation.startPage | 231 | - |
| dc.citation.title | 한국콘크리트학회 2013 봄 학술대회 논문집 | - |
| dc.citation.volume | 25 | - |
| dc.identifier.url | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02311193 | - |
| dc.publisher.location | 대한민국 | - |
| dc.description.journalRegisteredClass | domestic | - |
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