J
Jong Shin Huang
Researcher at National Cheng Kung University
Publications - 57
Citations - 1345
Jong Shin Huang is an academic researcher from National Cheng Kung University. The author has contributed to research in topics: Creep & Compressive strength. The author has an hindex of 22, co-authored 57 publications receiving 1201 citations.
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Effects of organo-modified montmorillonite on strengths and permeability of cement mortars
TL;DR: In this article, the authors evaluated the effect of OMMT micro-particles on the improvements of strengths and permeability of cement mortars and found that the optimal dosage gave higher compressive and flexural strength and a lower coefficient of permeability.
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Creep behavior of a closed-cell aluminum foam
TL;DR: In this paper, the results of creep tests on a closed-cell aluminum foam (Alporas) are reported, showing that at high stresses and temperatures, the power law creep exponent increases from about 4 to 15 and activation energy increases from approximately 100 to 450 kJ/mol.
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Fire performance of highly flowable reactive powder concrete
Chin Tsung Liu,Jong Shin Huang +1 more
TL;DR: In this article, the authors investigated the fire performance of highly flowable reactive powder concrete (RPC) and found that RPC not only has a higher fire endurance temperature but also possesses a larger residual compressive strength after fire.
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Inorganic polymeric foam as a sound absorbing and insulating material
TL;DR: In this article, a mixture of 70% metakaolin and 30% blast furnace slag powders is used as the raw material in the production of inorganic polymeric foams (IPF) with various densities ranging from 0.4 to 1.0 ǫg/cm3 and different thicknesses of 6, 10 and 14 cm using a mechanical foaming method.
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Elastic moduli and plastic collapse strength of hexagonal honeycombs with plateau borders
TL;DR: In this article, the elastic moduli and plastic collapse strength of hexagonal honeycombs with plateau borders were analyzed and the variation of cell edge thickness was taken into account in deriving their elastic modulus and collapse strength.