Research on the Mechanical Properties of Low cement High- Performance Concrete
碩士 === 國立中興大學 === 土木工程學系 === 85 === This study presents the mechanical properties of low cement high-performance concrete(LcHPC). Discussions focus on compressive strengthgain with time, stress-strain behavior in uniaxial compression, modulusof elasticit...
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ndltd-TW-085NCHU00150192015-10-13T12:15:16Z http://ndltd.ncl.edu.tw/handle/02320127150040416172 Research on the Mechanical Properties of Low cement High- Performance Concrete 低水泥量高性能混凝土之力學性質研究 Jeng, CHyuan-Jyh 鄭全志 碩士 國立中興大學 土木工程學系 85 This study presents the mechanical properties of low cement high-performance concrete(LcHPC). Discussions focus on compressive strengthgain with time, stress-strain behavior in uniaxial compression, modulusof elasticity, and Poisson''s ratio. The test results show that by incorporating low quantity of cementand high volumes of mineral admixtures and coarse aggregates(0.45m^3/m^3),LcHPC can decrease heat of hydration and thermal microcracking, and increasecompressive strength and modulus of elasticity at later ages. Also, the compressive strength can reach over 75MPa. LcHPC improve the disadvantage of common high-performance concrete with high cement contents. As regarding modulus of elasticity, it was observed that the existing empirical formulas of some codes overestimated the modulus of elasticityfor domestic HPC. In this study, the predicated expression obtained byregressing the experimental data estimated elastic modulus, and then compared with other test results of HPC, it was found the predicted valuesgot a reasonable approximation. Go Cheer Germ 顏聰 1997 學位論文 ; thesis 100 zh-TW |
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碩士 === 國立中興大學 === 土木工程學系 === 85 === This study presents the mechanical properties of low cement
high-performance concrete(LcHPC). Discussions focus on
compressive strengthgain with time, stress-strain behavior in
uniaxial compression, modulusof elasticity, and Poisson''s ratio.
The test results show that by incorporating low quantity of
cementand high volumes of mineral admixtures and coarse
aggregates(0.45m^3/m^3),LcHPC can decrease heat of hydration and
thermal microcracking, and increasecompressive strength and
modulus of elasticity at later ages. Also, the compressive
strength can reach over 75MPa. LcHPC improve the disadvantage
of common high-performance concrete with high cement contents.
As regarding modulus of elasticity, it was observed that the
existing empirical formulas of some codes overestimated the
modulus of elasticityfor domestic HPC. In this study, the
predicated expression obtained byregressing the experimental
data estimated elastic modulus, and then compared with other
test results of HPC, it was found the predicted valuesgot a
reasonable approximation.
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author2 |
Go Cheer Germ |
author_facet |
Go Cheer Germ Jeng, CHyuan-Jyh 鄭全志 |
author |
Jeng, CHyuan-Jyh 鄭全志 |
spellingShingle |
Jeng, CHyuan-Jyh 鄭全志 Research on the Mechanical Properties of Low cement High- Performance Concrete |
author_sort |
Jeng, CHyuan-Jyh |
title |
Research on the Mechanical Properties of Low cement High- Performance Concrete |
title_short |
Research on the Mechanical Properties of Low cement High- Performance Concrete |
title_full |
Research on the Mechanical Properties of Low cement High- Performance Concrete |
title_fullStr |
Research on the Mechanical Properties of Low cement High- Performance Concrete |
title_full_unstemmed |
Research on the Mechanical Properties of Low cement High- Performance Concrete |
title_sort |
research on the mechanical properties of low cement high- performance concrete |
publishDate |
1997 |
url |
http://ndltd.ncl.edu.tw/handle/02320127150040416172 |
work_keys_str_mv |
AT jengchyuanjyh researchonthemechanicalpropertiesoflowcementhighperformanceconcrete AT zhèngquánzhì researchonthemechanicalpropertiesoflowcementhighperformanceconcrete AT jengchyuanjyh dīshuǐníliànggāoxìngnénghùnníngtǔzhīlìxuéxìngzhìyánjiū AT zhèngquánzhì dīshuǐníliànggāoxìngnénghùnníngtǔzhīlìxuéxìngzhìyánjiū |
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