• Tribology and Lubricants
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• v.5 no.2
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• pp.32-41
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• 1989

기계 공작의 목적은 금속을 필요에 따라 새로운 형태로 가공하려는 것이다. 보통 이 과정은 공구와 가공물의 두 고체간 접촉에 의해서 이루어지게 된다. 이때 상호접촉은 금속의 소성유동이나 필요 없는 부분을 제거(절삭 가공)하도록 하므로써 새로운 형태로 만드는 과정을 의미한다. 새로운 모양을 만드는데는 높은 마찰과 높은 온도 및 공구의 마모를 동시에 수반한다. 따라서 기계공작유는 이러한 작업 과정의 효과적인 수행과 전반적인 능률에 영향을 미치게 된다. 소성 가공과정에서는 금속의 연성에 의해서 재료가 파괴됨 없이 가공물을 변형 하므로써 모양을 변화 시킨다. 여기에는 연속 과정과 불연속 상태 과정으로 구분되고 그에 따라 윤활의 목적이 다르게 된다. 기계 공작유에 관한 참고 서적은 많이 있으나, 공작유 첨가제의 화학작용과 그 기능에 관한 것은 거의 없고, 부분적인 논문은 많이 있으나 정리된 것은 많지 않아서 이 모든 자료에 의해 가공융의 첨가제에 관련된 화학 작용등 중요 사항을 구체적으로 살펴 보기로 한다.

• The KIPS Transactions:PartC
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• v.8C no.4
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• pp.415-420
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• 2001

VLSI 기술의 빠른 발전으로 디지털 시스템의 동작주파수가 높아짐에 따라 고속 통신시스템 의 하드웨어 설계 시 신호 무결성을 고려한 설계가 필수적이다. 디지털시스템에서의 잡음원 은 전송선에서의 전원장치, 접지 바운스, 실장 재료 등에 관련된다. 본 연구에서는 고속네트 워크/통신시스템의 기가비트 연결 설계기술에 필요한 요소들을 언급하였고, 실제 설계 신호 불연속에 영향을 미치는 커넥터의 누화 및 전송선의 표피 효과, 유전손실 등을 고려한 백플 레인보드를 시뮬레이션 하였다.

• Journal of the Korea Concrete Institute
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• v.13 no.4
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• pp.389-396
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• 2001

This paper presents an analytical prediction of the fatigue behavior of reinforced concrete bridge piers under earthquake. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. In boundary plane at which each member with different thickness is connected, local discontinuous deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel. The proposed numerical method for fatigue behavior of reinforced concrete bridge piers under earthquake will be verified by comparison with reliable experimental results.

• Korean Journal of Materials Research
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• v.8 no.12
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• pp.1127-1132
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• 1998

The possibilities of producing Al-10%Ti-4%Fe composites through in-situ processing and thus achieving mechanical property improvements over binary Al-10%Ti to a level or higher exhibited by PM SiC/A12124 composites were explored in this study. The microstructure of in-situ processed Al-10%Ti-4%Fe composites was similar to that of Al matrix composites reinforced with discontinuous SiC particulates(SiC/A12124) and significant enhancements in elastic modulus, tensile strength and wear resistance were observed as compared to Al-10%Ti alloy. These results can be attributed to the in-situ formed Al. Fe by third element addition, leading to additional dispersion strengthening effect over $Al_3Ti$ phase reinforcement in Al-Ti system.

• Korean Journal of Materials Research
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• v.4 no.1
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• pp.75-80
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• 1994

Flexural properties and thermal stability have been studied as a function of blend composition in bifunctional DGERA (diglycidyl ether of hisphenol A)/tetrafunctional TGDDM(tetrag1ycidyl diamino diphenyl methane) cured with DDM(4, 4'-diamino diphenyl methane). The flexural modulus and the glass transition temperature increase with an increase of TGDDM and show discontinuous dependence on blend composition around the composition range of 80/20~60/40(L)GEBA/TGDDM). This can be explained with a structural phase inversion (ductile-to-brittle) in crosslinking networks. With increasing TGDDM, the maximum decomposition temperature(Ts) increases, whereas the activation energy during thermal degradation decreases.

• Korean Journal of Materials Research
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• v.7 no.12
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• pp.1052-1057
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• 1997

현재 전기, 전자, 우주, 자동차, 무기 등의 여러 분야에서 응용되고 있는 TaNx 다층박막저항체의 특성을 개선하기 위하여 magnetron sputtering법으로 TaNx박막을 제조한 후, 온도와 질소분압에 따른 전기저항 및 TCR특성 변화를 조사하였고, 미세조직이 이들 전기적 성질에 미치는 영향을알아보기 위해 상분석과 morphology를 관찰하였다. 그 결과, TaNx을 코팅한 박막의 전기저항은 $N_{2}$Ar이 0.4 이상에서, 금속전도특성에서 이온전도특성으로 변화하였으며,Cr이 TCR효과를 안정시키는 역할은 하여 TaNx/A $I_{2}$ $O_{3}$보다 TaNx/Cr/A $i_{2}$ $O_{3}$박막의 TCR특성이 더 안정하게 나타났다. 또한 TaNx/A $I_{2}$ $O_{3}$박막과 TaNx/Cr/A $i_{2}$ $O_{3}$박막의 경우 모두 $N_{2}$/Ar이 0-0.4정도에서 TCR효과에 좋은 특성을 나타내었다. X-선회절 실험 결과 $N_{2}$/Ar비가 1일 경우에 T $a_{2}$ $N_{.8}$이 생성되었고, 분압이 증가함에 따라 비정질이 생성되었다. morphology가 $N_{2}$/Ar이 증가함에 따라 입자의 모양이 불연속아일랜드 형태로 변화하였으며, 이것은 질소분압에 따른 전기저항 변화와 일치하였다.다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.207-218
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• 2013

One of the input parameters in the evaluation of seismic performance of rockfill dams is shear-wave velocity of rock debris and clay core. Reliable evaluation of shear-wave velocity by surface-wave methods requires overcoming the problems of rock-debris discontinuity, material inhomogeneity and sloping boundary. In this paper, for the shear-wave velocity investigation of rockfill dams, SBF (Short-Array Beamforming) technique was proposed using the principles of conventional beamforming technique and adopted to solve limitations of the conventional surface-wave techniques. SBF technique utilizes a 3- to 9-m long measurement array and a far-field source, which allowed the technique to eliminate problems of near-field effects and investigate local anomalies. This paper describes the procedure to investigate shear-wave velocity profile of rockfill dams by SBF technique and IRF (Impulse-response filtration) technique with accuracy and reliability. Validity of the proposed SBF technique was verified by comparisons with downhole tests and CapSASW (Common-Array-Profiling Spectral-Analysis-of-Surface-Waves) tests at a railroad embankment compacted with rock debris.

• Journal of the Earthquake Engineering Society of Korea
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• v.6 no.1
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• pp.23-31
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• 2002

The purpose of this study is to investigate the size effect on inelastic behavior of reinforced concrete bridge piers. A computer program, named RCAHEST(reinforced concrete analysis in higher evaluation system technology), for the analysis for reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. In boundary plane at which each member with different thickness is connected, local discontinuous deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel. To determine the size effect on bridge pier inelastic behavior, a 1/4-scale replicate model was also loaded for comparison with the full-scale bridge pier behavior.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.2
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• pp.67-73
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• 2003

The purpose of this study is to evaluate seismic performance of reinforced concrete bridge columns under varying axial force. A computer program, named RCAHEST(reinforced concrete analysis in higher evaluation system technology), for the analysis for reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. In boundary plane at which each member with different thickness is connected, local discontinuity in deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel and concrete. The proposed numerical method for seismic performance evaluation of reinforced concrete bridge columns under varying axial force is verified by comparison with reliable experimental results.

• Journal of the Korea Concrete Institute
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• v.14 no.4
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• pp.467-473
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• 2002

The purpose of this study is to investigate the inelastic behavior and ductility capacity of reinforced concrete frame subjected to cyclic lateral load and to provide result for developing improved seismic design criteria. A computer program named RCAHEST(Reinforced Concrete Analysis in Higher Evaluation System Technology) for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. The strength increase of concrete due to the lateral confining reinforcement has been taken into account to model the confined concrete. In boundary plane at which each member with different thickness is connected local discontinuous deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel. The proposed numerical method for the inelastic behavior and ductility capacity of reinforced concrete frame subjected to cyclic lateral load is verified by comparison with reliable experimental results.