• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1997년도 고액공존금속의 성형기술 심포지엄
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• pp.16-27
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• 1997

A semi-solid forming has a lot of advantages compared to the die casting, squeeze costing and convenctional forging, therefore, semi-solid forming process are now becoming of industial interest for the production of metal components and metal matrix composites. However, the material behaviour in the semi-solid temperature range is not sufficiently known although it controls the whole process through forces and geometry evolutions bcause the behaviour of metal slurries is complex. The semi-solid materials(SSM) fabricated under electric-magnetic stirring condition is necessary to be applicate in forming process. A reheating conditions were studied with the reheating time, holing time and reheating temperatures. The microstructure of SSM (which specimen size:d 40${\times}$i60) on condition of heating time 10min and heating temperature 590$^{\circ}C$ is most globular and finest one. The microstructure of SSM(specimen size:d75${\times}$i60) reheated under the three step reheating conditions is most globular and finest.

• 소성∙가공
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• 제15권3호
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• pp.247-254
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• 2006

Rather than traditional manufacturing processes, miniature manufacturing processes usually require sophisticated equipments and characteristics of the processes of high cost and of low productivity. Contrarily, miniature stamping process can be realized in a low cost high productivity with relatively inexpensive equipments. In the meso scale, mechanical properties, especially work hardening characteristics, are discovered to be statically scattered and size dependent by intensive experimental and numerical investigations, which make the stamping process hard to apply to the miniature manufacturing. In this study, dual purpose experimental device that can be used for both miniature scale tensile test and miniature scale stamping by simple change of attachment has been developed. For the tensile test, the elongation has been measured with a combined use of a CCD camera and a linear encoder in order to account for the possibility of slippage between specimen and the grip and to ensure the accuracy of the measurement, while load has been measured with a load cell. To satisfy the required material properties for stamping, optimal annealing condition has been found by examining the microstructure of annealed specimen.

• 조명전기설비학회논문지
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• 제19권2호
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• pp.94-99
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• 2005

본 논문은 수직온도분포 분석을 이용한 몰드변압기 권선의 건전성 평가 방법을 제시하고 있다. 이 방법은 건전 시료의 온도 분포와 가속열화실험에 의해 층간 단락된 고장시료의 온도 분포 비교를 통해 얻어진 결과이다. 분석에 활용된 온도분포는 적외선 열화상 시스템에 의해 취득되었고, 가속 열화시험에는 Arrhenius 방정식이 적용되었다. 제안된 방법은 몰드변압기 고장을 검출하는데 유용할 것이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.136-145
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• 1997

The purpose of this study is to develope of alternative adimixture for manufacture of PHC pile(compressive strength above 800kg/$\textrm{cm}^2$). For the investigation, properties of alternative admixture admixed with II-anhydrite and pozollanic fine powders(e.q., Fly-ash, Silica-Fume), the fluidity and viscosity in the cement pastes, the fluidity and compressive strength in mortars at steam curing condition, were respectively examined. Also, properties of compressive strength of concretes with exiting admixture(specimen name SM) and alterantive admixture(specimen name AP) for PHC pile, at steam and standard curing condition, were compared each other. As a result of this experimental study, it was found that specimens admixed with II-anhydrite and pozollanic fine powders had an increase on the fluidity of cement paste and mortar, and compressive strength of mortar and concrete was as good as concrete with SM.

• 한국해양공학회지
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• 제15권2호
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• pp.124-129
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• 2001

The research on anticorrosive of valve for ship, waterworks, and drainage system is very important. The purpose of this paper is to develop the metal/polyurethan adhesive technique at insider of the value to prevent corrosion in the value. It is performed to the bending strength test by using metal /polyurethan in the metals (SB41, Al6061). It is investigated to the effects of bending strength on curing temperature, preheating time and curing time, and to the fracture mechanism of metal/polyurethan adhensived specimen. As a results, we find that the bending strength is the highest at curing temperature of 11$0^{\circ}C$ and the curing time is 60 minutes in metal/polyurethan adhesive specimen.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.781-784
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• 2006

This paper investigates the fundamental properties of light weight foamed concrete with the variances in unit weight of concrete and adding ratio of stability agent(SA). Test showed that concrete adding SA slightly decreased fluidity but secured stable flow appearances without segregation of concrete components. All specimens in a standard condition represented that a sinking depth was not observed, while, in the wet condition, a specimen adding SA decreased the sinking depth $2{\sim}4mm$ more than control concrete. Compressive strength values of control concrete showed $0.03{\sim}0.3MPa$ higher than the concrete adding SA. As for the tensile strength, the specimen adding SA also had lower value, while the ratios of comp. to tens. strength presented $0.43{\sim}0.62$, which is relatively higher than ordinary concrete.

• Applied Microscopy
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• 제50권
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• pp.8.1-8.7
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• 2020

Two thickness measurement methods using an electron energy loss spectroscopy (EELS) and 10a convergent beam electron diffraction (CBED) were compared in an Fe-18Mn-0.7C alloy. The thin foil specimen was firstly tilted to satisfy 10a two-beam condition. Low loss spectra of EELS and CBED patterns were acquired in scanning transmission electron microscopy (STEM) and TEM-CBED modes under the two-beam condition. The log-ratio method was used for measuring the thin foil thickness. Kossel-Möllenstedt (K-M) fringe of the $13{\ba{1}}$ diffracted disk of austenite was analyzed to evaluate the thickness. The results prove the good coherency between both methods in the thickness range of 72 ~ 113 nm with a difference of less than 5%.

• 마이크로전자및패키징학회지
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• 제7권4호
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• pp.7-15
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• 2000

질소분위기 중에서 솔더 접합부의 특성 및 solderability을 검토하기 위하여 대기분위기와 질소분위기에서의 젖음성을 평가하였다. 또한 솔더접합부의 브리지결함(bridge defect)을 대기와 질소분위기 중에서 비교 검토하였다. 이 결과, 질소분위기 중에서 Cu표면을 사포로 연마한 시편, Cu표면에 Sn-Pb 및 Sn으로 도금한 시편에서 젖음성이 향상되었다. 대기분위기에 비해 젖음시간은 약 0.2~0.45초 정도 시간이 감소하였고, 최대젖음력 ($F_{max}$)도 대기중에 비해 약 1.8~2.8 N 정도가 커졌다. 질소유량에 따른 젖음시간($t_2$)과 젖음력을 측정한 견과 질소유량이 10 1/min에서 30 1/min으로 증가함에 따라 대기중 분위기에 비해 젖음시간($t_2$)는 약 0.25초 정토 감소하였고, 젖음력은 2.3 N 정도 상승하였다. 따라서, 질소분위 기에서 무세정용 플럭스를 사용해도 젖음성이 떨어지는 것을 보완 할 수 있다. 질소분위기에서는 젖음성을 향상시키고 산화물(dross)를 억제시켜주어 대기 중 보다 브리지 (Bridge)발생률이 25~76%정도 떨어졌다. 브리지 발생률은 피치간격이 미세할수록 질소분위기가 대기 중 보다 감소하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제22권1호
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• pp.99-106
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• 2018

본 연구는 하중 조건에 따른 화해를 입은 중공슬래브의 잔류성능에 대한 실험적 연구이다. 이를 평가하기 위하여, 하중조건을 변수로 하는 2개의 중공슬래브 실험체를 제작하여 ISO 834 표준화재 곡선에 따라 120분간 가열하였으며, 이를 상온으로 냉각하여 잔류 휨 성능을 평가하였다. 실험결과 하중조건에 따라 중공슬래브의 온도분포가 상이한 것으로 나타났으며, 재하 실험체가 비재하 실험체에 비해 전단면에 걸쳐 온도가 빠르게 상승하는 경향을 보임을 확인하였다. 고온으로 가열 후 냉각한 중공슬래브의 잔류 휨 강도의 경우 화해를 입지 않은 중공슬래브에 비해 34%~40% 감소하는 것으로 나타났으며, 휨 강성의 경우 15%~23% 감소하는 것으로 나타났다. 하중을 재하 한 중공슬래브의 경우 재하하지 않고 가열한 중공슬래브에 비해 약 10%의 강도 저감이 발생하였으며, 휨 강성의 경우 15% 감소한 것으로 나타났다. 이러한 결과는 하중 재하에 따른 휨 균열에 의해 슬래브의 하부 주인장 철근의 온도가 비재하 실험체에 비해 높아지며, 하부철근 피복의 박리현상이 가속화되기 때문인 것으로 판단된다.

• International Journal of Concrete Structures and Materials
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• 제6권2호
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• pp.65-78
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• 2012

An experimental study was carried out to evaluate fresh properties of a moderately high-strength (high-flowing) self-compacting concrete (SCC) and to investigate shear behavior and performance of deep beams made with SCC. Fresh and hardened properties of normal concrete (NC) and SCC were evaluated. The workability and compacting ability were observed based on casting time and number of surface cavities, respectively. Four-point loading tests on four deep beams (two made with SCC and two with NC) were then conducted to investigate their shear behavior and performance. Shear behavior and performance of beams having two different web reinforcements in shear were systematically investigated in terms of crack pattern, failure mode, and load-deflection response. It was found from the tests that the SCC specimen having a normal shear reinforcement condition exhibited a slightly higher load carrying capacity than the corresponding NC specimen, while the SCC specimen having congested shear reinforcement condition showed a similar load carrying capacity to the corresponding NC specimen. In addition, a comparative study between the present experimental results and theoretical results in accordance with ACI 318 (Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary-ACI 318R-89, 1999), Hsu-Mau's explicit method (Hsu, Cem Concr Compos 20:419-435, 1998; Mau and Hsu, Struct J Am Concr Inst 86:516-523, 1989) and strut-and-tie model suggested by Uribe and Alcocer (2002) based on ACI 318 Appendix A (2008) was carried out to assess the applicability of the aforementioned methods to predict the shear strength of SCC specimens.