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송용진(Yong-Jin Song),김형준(Hyeong-Jun Kim),이병일(Byung-Il Lee),주승기(Seung-Ki Joo) 한국자기학회 1996 韓國磁氣學會誌 Vol.6 No.5
We have studied the magnetoresistance and the magnetic anisotropy of Cu/(NiFe/Ni/NiFe) metallic multilayers grown on Si(100), Si(111), 4° tilt~cut Si(111) or glass substrate. When the multilayer was grown on 4° tilt~cut Si(111) with 50 Åof Cu underlayer, an in~plane uniaxial anisotropy was observed. On the other substrates such as Si(100), Si(111) or glass with Cu underlayer, however, no appreciable anisotropy was shown. The multilayer grown with NiFe or Ni underlayer or without underlayer did not show any anisotropy even on 4° tilt-cut Si(111). When 10 Åof NiFe was deposited prior to the Cu underlayer, the anisotropy in Cu(NiFe/Ni/NiFe) multilayer disappeared.
Ni / Cu 인공초격자에서 NiFeCo 및 NiFe 계면 삽입층이 거대자기저항 거동에 미치는 영향
송용진(Yong-Jin Song),주승기(Seung-Ki Joo) 한국자기학회 1995 韓國磁氣學會誌 Vol.5 No.6
Ultra thin layers of NiFeCo or NiFe were inserted at the interfaces of Ni and Cu to form a multilayer structure. In case of inserting a NiFe layer, the magnetoresistance was about 6%, the saturation magnetic field was 50 Oe and the hysteresis of R-H (resistance-magnetic field) was very small. In case of inserting a NiFeCo layer, the magnetoresistance increased to about 7% but the saturation magnetic field and hysteresis were also increased. The increase of the output under biased magnetic field was much larger in case of inserting a NiFe layer because of relatively smaller hysteresis in R-H behavior.
C<sub>a</sub>CO<sub>3</sub>와 석분을 혼입한 투수용 폴리머 콘크리트의 공학적 성질
성찬용,송용진,정현정,Sung, Chan Yong,Song, Young Jin,Jung, Hyun Jung 충남대학교 농업과학연구소 1996 농업과학연구 Vol.23 No.1
This study was performed to evaluate the engineering properties of permeable polymer concrete with fillers and unsaturated polyester resin. The following conclusions were drawn. 1. The highest strength was achieved by stone dust filled permeable polymer concrete, it was increased 17% by compressive, 148% by tensile and 188% by bending strength than that of the normal cement concrete, respectively. 2. The static modulus of elasticity was in the range of $1.17{\times}10^5{\sim}1.32{\times}10^5kg/cm^2$, which was approximately 53~56% of that of the normal cement concrete. Stone dust filled permeable polymer concrete was showed relatively higher elastic modulus. The poisson's number of permeable polymer concrete was less than that of the normal cement concrete. 3. The dynamic modulus of elasticity was in the range of $1.3{\times}10^5{\sim}1.5{\times}10^5kg/cm^2$, which was approximately less compared to that of the normal cement concrete. Stone dust filled permeable polymer concrete was showed higher dynamic modulus. The dynamic modulus of elasticity were increased approximately 10~13% than that of the static modulus. 4. The water permeability was in the range of $3.076{\sim}4.390{\ell}/cm^2/h$, and it was largely dependent upon the mix design. These concrete can be used to the structures which need water permeability. 5. The compressive strength, tensile strength, bending strength and elastic modulus were largely showed with the decrease of water permeability. 이 연구는 폴리머와 충전재로 $CaCO_3$와 석분을 혼입한 투수용 폴리머 콘크리트의 공학적 성질을 구명한 것으로서, 이 연구를 통해 얻어진 결과를 요약하면 다음과 같다. 1. 강도는 충전재로 석분을 100% 혼입한 투수용 폴리머 콘크리트에서 가장 크게 나타났으며, 보통 시멘트 콘크리트보다 압축강도에서는 17%, 인장강도에서는 148%, 휨강도에서는 188% 증가되었고, 압축강도에 대한 인장과 휨강도비가 보통 시멘트 콘크리트보다 2.1~2.5배이상 크게 나타나 취성이 크다는 것을 알 수 있었다. 2. 정탄성계수는 $1.17{\times}10^5{\sim}1.32{\times}10^5kg/cm^2$로서 보통 시멘트 콘크리트의 53~56%정도로 변형성이 크게 나타났고, 충전재로는 석분을 100% 혼입한 투수용 폴리머 콘크리트에서 비교적 높은 값을 보였으며, 포아손수는 보통 시멘트 콘크리트보다 작게 나타났다. 3. 동탄성계수는 $1.3{\times}10^5{\sim}1.5{\times}10^5kg/cm^2$로서 보통 시멘트 콘크리트보다 작게 나타났고, 충전재로는 석분을 100% 혼입한 투수용 폴리머 콘크리트에서 비교적 높은 값을 보였으며, 동탄성계수는 정탄성계수보다 10~13%정도 크게 나타났다. 4. 투수량은 $3.076{\sim}4.390{\ell}/cm^2/h$로서 배합설계에 따라 크게 좌우되었으며, 이러한 콘크리트는 투수를 요하는 구조물에 유용하게 이용할 수 있을 것이다. 5. 투수량은 압축강도, 인장강도, 휨강도 및 탄성계수가 증가할수록 감소하였다.