DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | Kim, Jin-Keun | - |
dc.contributor.advisor | 김진근 | - |
dc.contributor.author | Amin, Muhammad Nasir | - |
dc.contributor.author | 아민, 무하마드 나씨르 | - |
dc.date.accessioned | 2011-12-13T02:24:26Z | - |
dc.date.available | 2011-12-13T02:24:26Z | - |
dc.date.issued | 2010 | - |
dc.identifier.uri | http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=418611&flag=dissertation | - |
dc.identifier.uri | http://hdl.handle.net/10203/30651 | - |
dc.description | 학위논문(박사) - 한국과학기술원 : 건설및환경공학과, 2010.2, [ xxi, 249 p. ] | - |
dc.description.abstract | This thesis mainly dealt with the prediction of the thermal stress and autogenous shrinkage (AS) in early-age concrete. The main purpose of the present work is to improve and extend the existing knowledge of crack-inducing forces. The occurrence of restraint stress due to restrained thermal and autogenous deformations has been known as one of the major cause of early-age cracking in concrete. It is thus of utmost importance, to further study and improve the existing knowledge of material behavior in order to accurately predict the crack inducing forces subjected to in-situ temperature variations and restrained conditions. In the early hardening phase, thermal and autogenous deformations occurred simultaneously. This is because concrete goes through natural heating and cooling cycle due to hydration reaction between cement and water, which causes the temperature of concrete getting rise. In traditional massive concrete structures, thermal deformations (TD) will be dominant that would induce restraint thermal stresses due to restraining actions, where as in high strength or newly developing high performance concrete both thermal and autogenous deformations simultaneously occurred, which results in combined thermal and shrinkage induced stresses. This is because of high binder contents of high strength and high performance concretes (HSC/HPC) which increases not only shrinkage but also causes very high temperature rises in large cross-sectional members (such as HSC columns and shear wall in high rise buildings which are normally 0.6m thick or more) due to enormous amount of heat accumulation in the center that usually takes much longer time in dissipating depending on various influencing factors (i.e., size of member, distance of studied location from exposed surface, type of form work, its thickness and removal time, and ambient conditions). To improve the cracking resistance at early-age stage, an accurate assessment of the relevant property is indispensib... | eng |
dc.language | eng | - |
dc.publisher | 한국과학기술원 | - |
dc.subject | early age | - |
dc.subject | 열팽창계수 | - |
dc.subject | 자기수축 | - |
dc.subject | 초기재령 | - |
dc.subject | hydration heat | - |
dc.subject | thermal stress | - |
dc.subject | autogenous shrinkage | - |
dc.subject | thermal dilation coefficient | - |
dc.subject | 수화열 | - |
dc.subject | 온도 응력 | - |
dc.title | Hydration-induced Thermal Stress and Autogenous Shrinkage in Early Age Concrete | - |
dc.title.alternative | 초기재령 콘크리트에서 수화에 의한 온도응력과 자기수축에 관한 연구 | - |
dc.type | Thesis(Ph.D) | - |
dc.identifier.CNRN | 418611/325007 | - |
dc.description.department | 한국과학기술원 : 건설및환경공학과, | - |
dc.identifier.uid | 020064505 | - |
dc.contributor.localauthor | Kim, Jin-Keun | - |
dc.contributor.localauthor | 김진근 | - |
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