• 열처리공학회지
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• 제6권4호
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• pp.237-242
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• 1993

The fatigue behaviors of mechanically alloyed Al-4Mg alloys dispersed with either $Al_2O_3$ or $MgAl_2O_4$ oxide particles were investigated. This study maily concerned with the role of coherency of dispersed particles with the matrix on the fatigue behavior of the alloys. The $MgAl_2O_4$ which has a spinel structure with the lattice parameter of exactly the twice of Al showed the habit relation with the matrix. The mechanically alloyed Al-4Mg alloys showed stable stress responses with fatigue cycles from start to failure regadless of strain amplitudes and of existence of dispersoids. The Al-4Mg alloy dispersed with $MgAl_2O_4$ showed not only the better static mechanical properties but also the better low cycle fatigue resistance than that with $Al_2O_3$, i.e., much higher plastic strain energy dissipated to failure, at low strain amplitude. However, this alloy showed inferior fatigue resistance to that dispersed with $Al_2O_3$ or that without dispersion at high strain amplitude. These results imply that $MgAl_2O_4$ may promote lowering the stacking fault energy of the alloy inherited from the coherency with the matrix so that dislocations shuttle back and forth on the same slip plane without cross slipping to other planes during fatigue at low strain amplitude resulting in long fatigue life.

• 대기
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• 제26권2호
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• pp.301-319
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• 2016

The evolutionary process of the polar low, which caused the heavy snowfall in the East Coast area on 11~12 February 2011, was investigated to describe in detail using synoptic weather charts, satellite imageries, and ERA (European Centre for Medium-Range Weather Forecasts Re-Analysis) -Interim reanalysis data. It was revealed that 1) the polar low was generated over the sea near Busan where a large cyclonic shear in the inverted trough branched from the parent low existed, 2) during the developing and mature stages, there was a convectively unstable region in the lower layer around the polar low and its south side, 3) the polar low was developed in the region where the static stability in the 500~850 hPa layer was the lowest, 4) the result from the budget analysis of the vorticity equation indicated that the increase in the vorticity at the lower atmosphere, where the polar low was located, was dominated mainly by the stretching term, 5) the warm core structure of the polar low was identified in the surface-700 hPa layer during the mature stage, 6) there was a close inverse relationship between a development of the polar low and the height of the dynamic tropopause over the polar low, and 7) for generation and development of the polar low, large-scale circulation systems, such as upper cold low and its combined short wave trough, major low (parent low), and polar air outbreak, should be presented, indicating that the polar low has the nature of the baroclinic disturbance.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제55권6호
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• pp.297-301
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• 2006

In the present work, we investigate the characteristics of new composition material, chalcogenide $Ge_1Se_1Te_2$ material in order to overcome the problems of conventional PRAM devices. The Tc of $Ge_1Se_1Te_2$ bulk was measured $231.503^{\circ}C$ with DSC analysis. For static DC test mode, at low voltage, two different resistances are observed. depending on the crystalline state of the phase-change resistor. In the first sweep, the as-deposited amorphous $Ge_1Se_1Te_2$ showed very high resistance. However when it reached the threshold voltage(about 11.8 V), the electrical resistance of device was drastically reduced through the formation of an electrically conducting path. The phase transition between the low conductive amorphous state and the high conductive crystal]me state was caused by the set and reset pulses respectively which fed through electrical signal. Set pulse has 4.3 V. 200 ns. then sample resistance is $80\sim100{\Omega}$. Reset pulse has 8.6 V 80 ns, then the sample resistance is $50{\sim}100K{\Omega}$. For such high resistance ratio of $R_{reset}/R_{set}$, we can expect high sensing margin reading the recorded data. We have confirmed that phase change properties of $Ge_1Se_1Te_2$ materials are closely related with the structure through the experiment of self-heating layers.

• Steel and Composite Structures
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• 제35권4호
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• pp.579-598
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• 2020

Consideration of the panel zone (PZ) deformations in the analysis of steel moment frames (SMFs) has a substantial effect on structural response. One way to include the PZ effect on the structural response is Krawinkler's PZ model, which is one of the best and conventional models. However, modeling of Krawinkler's PZ model has its complexity, and finding an alternative procedure for PZ modeling is of interest. In this study, an efficient model is proposed to simplify Krawinkler's PZ model into an Adjusted Rigid-End Zone (AREZ). In this way, the rigid-end-zone dimensions of the beam and column elements are defined through an appropriate rigid-end-zone factor. The dimensions of this region depend on the PZ stiffness, beam(s) and columns' specifications, and connection joint configuration. Thus, to obtain a relationship for the AREZ model, which yields the dimensions of the rigid-end zone, the story drift of an SMF with Krawinkler's PZ model is equalized with the story drift of the same structure with the AREZ model. Then, the degree of accuracy of the resulting relationship is examined in several connections of generic SMFs. Also, in order to demonstrate the applicability of the proposed model in SMFs, several SMFs ranging from 3- to 30-story representing low- to high-rise buildings are examined through linear static and dynamic time history analysis. Furthermore, non-linear dynamic analyses of three SMFs conducted to validate the degree of accuracy of the proposed model in the non-linear analysis of SMFs. Analytical results show that there is considerable conformity between inter-story drift ratio (IDR) results of the SMFs with Krawinkler's PZ model and those of the centerline SMFs with AREZ.

• 한국유체기계학회 논문집
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• 제18권3호
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• pp.46-52
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• 2015

Pump-turbine system is widely used by the hydropower industry for stabilizing the electrical grid in the vast growing economy of most developed countries. This study only investigates the Fluid-structure Interaction (FSI) analysis of the pump-turbine system at various operating conditions. The FSI analysis can show how reliable each component of the system is by providing the engineer with a better understanding of high stress and deformation points, which could reduce the lifespan of the pump-turbine. Pump-turbine components are categorized in two parts, pressurized static parts and movable stressed parts. The fixed parts include the spiral casing, top and bottom cover, stay vane and draft tube. The movable parts include guide vanes and impeller blades. Fine hexahedral numerical grids were used for CFD calculation and fine tetrahedral grids were used for structural analysis with imported load solution mapping greater than 90 %. The maximum equivalent stress are much smaller than the material yield stress, and the maximum equivalent stress showed an increasing tendency with the varying of operating conditions from partial to excessive at both modes. In addition, the total deformation of all the operating conditions showed a small magnitude, which have quite small influence on the structural stability. It can be conjectured that this system can be safely implemented.

• 한국항만경제학회지
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• 제30권2호
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• pp.93-112
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• 2014

한국 해운 물류기업의 경영성과를 연구하기 위해 2012년 매출액이 높은 해운기업 10개, 물류기업10개를 대상으로 2005년부터 2012년까지 재무실적을 기준으로 기업별 성과를 알아보고 사업구조에 따라 4개 유형으로 구분하였다. DEA 활용한 성과측정을 위해 투입요소는 비유동자산과 인건비로, 산출요소는 매출액과 순이익으로 설정하고 CCR, BCC 효율성 분석과 재무실적을 기준으로 성장성과 수익성을 연구하였다. 분석 결과, 효율성과 성장성과수익성을 전체적으로 보면 물류기업의 경영성과가 해운기업보다 높게 나타났고 대기업계열 물류기업의 성과가 물류전문 기업보다 상대적으로 높았다. 정기선 해운기업과 부정기선 해운기업의 최근 성과는 해운시황의 악화 등에 의해 부진한 것으로 나타났다. 세부적으로 보면 대형 화주를 안정적으로 확보하고 장기간 계약구조를 유지하고 있는 기업의 효율성이 높은 것으로 나타났고, 성장성을 보면 다수의 기업에서 비유동자산과 인건비, 매출액이 꾸준하게 증가하고 있는 반면 수익성에서는 대기업계열, 물류전문기업의 수익은 흑자구조를 보이고 있지만, 해운기업의 경우 2008년까지는 물류기업보다 수익성이 높았지만 2009년 이후 많이 악화된 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제31권5호
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• pp.507-526
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• 2009

Based on numerical and experimental methods, a systematic structural evaluation of a steel natatorium in service was carried out in detail in this paper. Planning of inspection tasks was proposed firstly according to some national codes in China in order to obtain the economic and reliable results. The field visual inspections and static computation were conducted in turn under in-service environmental conditions. Further a three-dimensional finite element model was developed according to its factual geometry properties obtained from the field inspection. An analytical modal analysis was performed to provide the analytical modal properties. The field vibration tests on the natatorium were conducted and then two different system identification methods were used to obtain the dynamic characteristics of the natatorium. A good correlation was achieved in results obtained from the two system identification methods and the finite element method (FEM). The numerical and experimental results demonstrated that the main structure of the natatorium in its present status is safe and it still satisfies the demand of the national codes in China. But the roof system such as purlines and skeletons must be removed and rebuilt completely. Moreover the system identification results showed that field vibration test is sufficient to identify the reliable dynamic properties of the natatorium. The constructive suggestion on structural evaluation of the natatorium is that periodic assessment work must be maintained to ensure the natatorium's safety in the future.

• 한국철도학회논문집
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• 제19권1호
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• pp.54-66
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• 2016

이 연구에서는 흡수경계조건을 적용하여 경계부분에서 발생한 갑작스런 하중조건의 변화에 의해 발생한 탄성파의 전달 및 반사현상을 감소시키고자 하였으며, 흡수경계조건이 사용 유무에 따른 효과를 검증하였다. 또한, 정점하중재하의 경우와 이동하중에 의한 동적해석결과를 비교함으로써 정점하중재하가 이동하중을 적절히 표현할 수 있는가의 여부를 분석하였다. 주행속력의 변화에 따른 KTX 열차조건에서의 이동하중에 의한 동적해석을 수행하여 아스팔트 콘크리트 궤도에서의 동적안정성을 검토하였으며, 준정적인 표준 열차하중에 의한 해석결과를 비교함으로써 아스팔트 콘크리트 궤도의 구조 안전성을 확인하였다.

• 정보처리학회논문지:소프트웨어 및 데이터공학
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• 제7권7호
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• pp.249-258
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• 2018

국방 무기체계에서의 소프트웨어 비중이 증가하고 있으며 구조도 점차 복잡해지고 있어, 이에 따른 신뢰성 검증이 매우 중요하다. 특히 무기체계 시스템을 구성하는 소프트웨어 구성 요소 들의 상호 작용에 따라 발생하는 결함은 정적 시험 및 코드 실행률 점검 수준의 동적 시험만으로는 예방하기가 어렵다. 본 논문에서는 소프트웨어의 동적 결함 유형을 분류 개발한다. 미 국방부 무기체계에 사용하는 오픈 소스 소프트웨어(OSS)에서 보고된 이슈 분석을 통하여 본 논문에서 분류한 동적 결함이 실제로 발생하며, 이들은 대체로 통합 이후 발생하는 결함이며, 재현이 어렵고, 결함 원인 파악이 어려웠음을 보인다. 이 분석 결과를 기반으로 무기체계 신뢰성 검증을 위하여 소프트웨어 통합 시험 개선의 중요성을 도출한다.

• 한국전산구조공학회논문집
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• 제17권4호
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• pp.389-403
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• 2004

이 연구에서는 교량의 모드자료를 이용한 구조해석모델의 개선에 관하여 연구하였다. 교량의 초기해석모델은 도면 및 현장조사결과를 바탕으로 작성되므로, 시간에 따라 손실된 강성의 영향 및 경계조건 등을 합리적으로 반영하기 어려우며, 따라서 구조물에 대한 정적 혹은 동적실험을 수행하고, 그 결과를 반영하여 해석모델을 개선하는 것이 바람직하다. 이 연구에서는 구조물의 고유주파수 및 모드형상 등의 모드특성을 바탕으로 추계론적 최적화 기법인 유전자 알고리즘을 이용하여 해석모델을 개선하고자 하였다. 임진강교 및 행주대교에 대한 동적실험 자료를 이용하여 교량의 모드특성을 추정하였으며, 추정된 모드특성을 바탕으로 유전자 알고리즘을 이용하여 수치해석모델을 개선하였다. 개선된 모델을 사용하여 해석한 결과, 초기해석모델에 의한 해석결과보다 실험으로 추정한 모드특성에 가까움을 확인하였고, 이로부터 개선모델의 합리성을 검증하였다.