• Clinical and Experimental Reproductive Medicine
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• v.28 no.1
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• pp.25-31
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• 2001

연구목적: $Isolate^{(R)}$ gradient와 swim-up 방법이 정자의 형상 및 정밀정자형태 (strict morphology)에 미치는 영창을 비교분석하고, 이러한 정자처리방법이 정자의 동결-융해과정에 미치는 영향을 비교하고자 하였다. 연구재료 및 방법: 20명의 정상 정자를 대상으로 하였으며 각각의 정자는 두 가지 정자처리방법으로 나누어 정자의 형상과 정밀정자형태를 컴퓨터를 이용한 정자자동분석기를 통하여 측정하였고, 동결보호제의는 TYB 용액을 사용하였으며, 동결 및 융해는 cryo Magic사의 기계를 사용하였다. 통계는 SPSS PC+(version7.0)를 이용하였으며 통계학적인 유의성은 p<0.05로 하였다. 결과: 정자의 농도는 $Isolate^{(R)}$ gradient 처리군이 swim-up 처리군보다 유의성 있게 높았으나 ($51.2{\pm}40.1,\;156.6{\pm}64.3$), 운동성 VCL, VSL, VAP, Linearity, 및 ALH는 swim-up 처리군에서 유의성 있게 높았다. 정밀 정자형태는 swim-up 처리군과 $Isolate^{(R)}$ gradient 처리군에서 차이가 없었다 ($53.7{\pm}6.8$ vs $50.3{\pm}9.1%$). 동결-융해과정 중 두 가지 정자 처리군에서 정자의 형상들은 swim-up 처리군에서 전반적으로 높은 양상을 보였으나, 정밀정자형태는 $Isolate^{(R)}$ gradient 처리군이 swim-up 처리군 보다 감소율이 컸지만 두 군간에 유의한 차이는 없었다 ($12.8{\pm}8.5$ vs $8.6{\pm}6.6$). 결론: 정상 정자에서 swim-up 방법이 $Isolate^{(R)}$ gradient 방법보다 정자 회수율은 우수하였으나, 동결-융해과정 중 정밀정자형태에는 차이가 없어 두 방법을 상호보완적으로 사용할 수 있을 것으로 사료된다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.9 no.4
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• pp.414-420
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• 1985

The melting phenomenal of the horizontal cylindrical ice-bar submerged in water are experimentally investigated for the temperature range from 2.5.deg. C to 15.deg. C. The shapes of the melting ice-bar are recorded by the Photo-elasticity Apparatus with modification of the test section. The shadowgraphs of the melting ice-bar show that water adjacent to the bar flows upward for the temperature range from 2.5.deg. C to 5.6.deg. C while above the temperature of 5.6.deg. C the flow is downward direction. The local and average Nusselt numbers become minimum at 5.6.deg. C which is considered as a critical temperature and the Nusselt numbers increase as temperature difference from the critical temperature increase.

• Transactions of the Korean Society of Mechanical Engineers
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• v.15 no.5
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• pp.1737-1746
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• 1991

본 연구에서는 저온의 순수물 속의 등온 수직원기둥에 의해 야기되는 열전달 특성을 구명함에 있어서 짧은 원기둥 범주에 속하는 종횡비 0.5인 얼음 원기둥을 이용 하여 실험적으로 열전달 특성을 구명하였다. 그리고 전 유동장을 가시화 하였으며, 얼음의 융해율로써 누셀트(Nusselt)수를 측정하여 기존의 결과들과 비교검토하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.6
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• pp.1059-1075
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• 2017

The objective of this study was to evaluate the freezing and thawing resistance of the existing drainage system for leakage treatment of underground concrete structures operating in cold regions. The freezing and thawing test was conducted on 4 types of drainage system specimens to evaluate the freezing and thawing resistance of the drainage system. The freezing and thawing resistance was evaluated on 4 types of Hotty-gel, as a waterproofing material, connection methods and on two methods to fix the drainage board with Hotty-gel on the surface of cement concrete specimen. One cycle of the freeze-thaw testing was 48 hours (24 hours of freezing and 24 hours of thawing), and the temperatures of freezing and thawing were at $-18^{\circ}C$ and $10^{\circ}C$, respectively. Among the 4 types of Hotty-gel connection methods, leakage occurred after 28 cycles (8 weeks) of freeze-thawing only in the Hotty-gel connection method with the 'V' groove applied to the corner of the drainage board. No leakage occurred in the 3 types of Hotty-gel connection methods. In two fixing methods, leakage occurred in the method of fixing the drainage board on the cement concrete specimen using the washer, screw and plastic wall plug. Leakage occurred at one point after 10 cycles (3 weeks) of freezing and thawing. After 28 cycles (8 weeks) of freezing and thawing, leakage point increased to 5 points. As time passed, the leak point was not increased, but the amount of leakage was increased at each leak point. The Hotty-gel connection method with cross-sectional diagonal shape was evaluated to be the highest in the production efficiency considering the production time and manufacturing method of the Hotty-gel connection shape. In the construction efficiency considering the construction time and construction method, the fixing method of air nailer, fixed nail and washer was superior to that of the washer, screw and plastic wall plug.

• Applied Chemistry for Engineering
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• v.10 no.5
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• pp.789-795
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• 1999

In this study, carbon fiber reinforced cement composites(CFRCs) reinforced with short noncircular type carbon fibers were fabricated and properties(drying shrinkage, resistance to freezing and thawing, and fracture toughness) were compared with those of the CFRCs reinforced with circular type carbon fibers. It was found that these properties greatly depended on the shape and length of carbon fibers. The drying shrinkage of CFRCs reinforced with C-type carbon fiber was superior to other CFRCs. This effect was increased with a high aspect ratio of fiber. The resistance to freezing and thawing was increased with the fiber length and fiber volume percent, but there was on remarkable effect to fiber shape. Fracture toughness and resistance to crack propagation of CFRCs reinforced with C-CFs were improved compared with other CFRCs. It was believed that the more absorption of fracture energy into the larger interface caused an increase in fracture toughness and resistance to crack propagation.

• Journal of the Korea Concrete Institute
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• v.19 no.4
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• pp.457-465
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• 2007

In this paper, polymer-modified repair materials using polymer dispersions with six repair methods are prepared with various polymer-cement ratios, and tested for compressive and flexural strengths through each curing condition such as dry cure, water cure, and freezing and thawing cyclic action. And, the adhesive interface between the polymer-modified mortar and mortar substrate is observed by a scanning electron microscope. From the test results, the compressive and flexural strengths of cement mortar repaired by polymer-modified mortar are improved with a rise in the polymer-cement ratio regardless of the type of polymer and curing conditions. Such an improvement in the strengths of polymer-modified repair materials to ordinary cement mortar is explained by the high adhesion of polymer-modified mortar. Strength reduction of polymer-modified repair materials after freezing and thawing cyclic actions is recognized, but it is lower than that of unmodified mortar. Especially, cement mortar repaired by polymer-modified mortar with a St/BA emulsion has good strength properties compared with those of SBR latex and PA emulsion. Accordingly, it is judged that polymer-modified mortars with a St/BA emulsion are possible to use as repair materials to ordinary cement mortar and concrete.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2012.03a
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• pp.73-73
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• 2012

본 연구에서는 리싸이클 방법에 따른 리싸이클 폴리에스터사의 물리적 성질을 고찰하고자 하였다. 시료로는 물리적 리싸이클 방법과 화학적 해중합을 통한 리싸이클 방법을 사용한 폴리에스터사를 사용하였다. 리싸이클 폴리에스터사의 표면 형상을 관찰하기 위해 SEM을 이용하였고, 열적 거동을 규명하기 위해 DSC를 이용하였으며, 미세 구조적 차이를 살펴보기 위해 XRD 분석을 하였고, 역학적 성질을 평가하기 위해 인장강도와 절단신도를 측정하였다. 연구 결과, 리싸이클 방법에 따라 Tg, 결정화 온도, 융점과 융해열은 약간의 차이를 보였다. 화학적 리싸이클 PET사는 Virgin PET사보다 Tg가 약간 상승하였고, 승온 시 결정화 온도는 하강하였으며, 융점의 차이는 거의 없는 것으로 나타났다. 이는 해중합에 의해 PET의 비결정영역의 고분자 사슬 간의 거리가 좁아져 더 높은 Tg를 나타내는 것으로 생각된다. 또한, 물리적 리싸이클 PET사의 융점과 융해열은 화학적 리싸이클 PET사의 융점과 융해열보다 더 높게 나타났다. 결정화도에서는 리싸이클 방법에 따른 차이는 거의 보이지 않았다. 이는 리싸이클 공정이 폴리에스터의 결정영역 변화에는 유의한 영향을 미치지 않았기 때문인 것으로 생각된다. 실의 인장강도는 리싸이클 PET사는 virgin PET사보다 약간 더 낮았고, 물리적 리싸이클 PET사와 화학적 리싸이클 PET사는 비슷하게 나타났고, 절단신도는 virgin PET사, 물리적 리싸이클 PET사와 화학적 리싸이클 PET사 간의 뚜렷한 차이는 없는 것으로 나타났다.

• Journal of the Korean Society of Safety
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• v.8 no.4
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• pp.207-212
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• 1993

Numerical inverstigation of heat transfer in phase-change energy storage devices was performed in order to aid In the design process for a finned Phase-Change Material( PCM). A simplified model based on a quasi-linear, transient, thin fin equation, which predicts the fraction of melted phase-change material, and the shape of liquid-solid interface as a function of time, is used. The model is solved by using Finite Volume Method(FVM), and the numerical results have showed good agreement with experimental data.

• Journal of Advanced Marine Engineering and Technology
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• v.16 no.3
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• pp.42-50
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• 1992

다공성 물질이 충전된 밀폐용기 내에서 수용성 이원혼합용액($H_2O{+}NaCl$)이 수평한 상부전열면으로 부터 동결될 때 혼합용액의 초기농도, 액체의 과열 및 다공성물질의 입자직경 크기가 온도와 농도분포에 미치는 영향을 실험하였으며, 동결이 진행됨에 따라 이동하는 고액상 혼합영역의 계명위치를 측정하였다. 다공성물질은 평균직경이 2.85mm, 6mm인 구형의 유리구슬을 이용하였다. 수용성 혼합용액의 초기농도는 공융농도도 이하로 하였으며 상부 전열면은 공융온도 이하로, 하부전열면은 액상선온도 이상으로 유지하여 동결 실험한 결과 상부 전열면으로 부터 고체 영역, 고액상혼합영역, 액체영역으로 구분되었다. 액체의 초기농도가 5%인 경우 과냉현상이 관찰되었으나 10%, 15%인 경우 액체온도는 액상선 온도보다 더 높았다. 용액의 초기농도를 감소시킬수록 고체와 고액상혼합영역의 범위는 증대되었으며 고액상혼합영역과 고체영역의 계면은 더욱 강해진 자연대류에 의하여 2차원성이 증가된 형상을 보였다. 용액의 자연대류는 다공성물질의 직경이 클수록 증가되었으며 계면에서의 제융해현상은 관찰되지 않았다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.1
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• pp.39-48
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• 2013

This paper develops a 2-D moving least squares(MLS) difference method for Stefan problem by extending the 1-D version of the conventional method. Unlike to 1-D interfacial modeling, the complex topology change in 2-D domain due to arbitrarily moving boundary is successfully modelled. The MLS derivative approximation that drives the kinetics of moving boundary is derived while the strong merit of MLS Difference Method that utilizes only nodal computation is effectively conserved. The governing equations are differentiated by an implicit scheme for achieving numerical stability and the moving boundary is updated by an explicit scheme for maximizing numerical efficiency. Numerical experiments prove that the MLS Difference Method shows very good accuracy and efficiency in solving complex 2-D Stefan problems.