DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김진근 | - |
dc.contributor.author | 하재담 | - |
dc.contributor.author | 김태홍 | - |
dc.contributor.author | 이종열 | - |
dc.date.accessioned | 2013-03-16T22:08:50Z | - |
dc.date.available | 2013-03-16T22:08:50Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2001-05 | - |
dc.identifier.citation | 2001 한국콘크리트학회 봄 학술대회 논문집, v., no., pp.527 - 532 | - |
dc.identifier.uri | http://hdl.handle.net/10203/136404 | - |
dc.description.abstract | The crack of concrete induced by a temperature rise in early age concrete due to the heat of ration of cement is a serious problem for massive or high strength concrete structures. However, re is still no reasonable equations for the prediction of the temperature rising. On this study, the prediction equations of the heat of hydration of different types of binder are pained from the adiabatic temperature rise test, and compared with the results from different nations to obtain the best approximated equation. The strengths of concrete of which specimens were placed in the same chamber for the adiabatic to were compared with those under standard curing. | - |
dc.language | KOR | - |
dc.publisher | 한국콘크리트학회 | - |
dc.title | 결합재 종류에 따른 콘크리트의 단열온도상승특성 및 단열온도상승에 따른 압축강도특성에 관한 연구 | - |
dc.title.alternative | Properties of Adiabatic Temperature Rise of Concrete Using Different Types of Binder and Effects of Adiabatic Temperature on the Compressive Strength | - |
dc.type | Conference | - |
dc.type.rims | CONF | - |
dc.citation.beginningpage | 527 | - |
dc.citation.endingpage | 532 | - |
dc.citation.publicationname | 2001 한국콘크리트학회 봄 학술대회 논문집 | - |
dc.identifier.conferencecountry | South Korea | - |
dc.identifier.conferencecountry | South Korea | - |
dc.contributor.localauthor | 김진근 | - |
dc.contributor.nonIdAuthor | 하재담 | - |
dc.contributor.nonIdAuthor | 김태홍 | - |
dc.contributor.nonIdAuthor | 이종열 | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.