• 제목/요약/키워드: Variable Cross Section

검색결과 188건 처리시간 0.025초

IMC의 영향에 따른 Flip-Chip Bump Layer의 열변형 해석 (Analysis on the Thermal Deformation of Flip-chip Bump Layer by the IMC's Implication)

  • 이태경;김동민;전호인;허석환;정명영
    • 마이크로전자및패키징학회지
    • /
    • 제19권3호
    • /
    • pp.49-56
    • /
    • 2012
  • 최근 전자 제품의 소형화, 박형화 및 집적화에 따라 칩과 기판을 연결하는 범프의 미세화가 요구되고 있다. 그러나 범프의 미세화는 직경 감소와 UBM의 단면적 감소로 인하여 전류 밀도를 증가시켜 전기적 단락을 야기할 수 있다. 특히 범프에서 형성되는 금속간화합물과 KV의 형성은 전기적 및 기계적 특성에 큰 영향을 줄 수 있다. 따라서 본 논문에서는 유한요소해석을 이용하여 플립칩 범프의 열변형을 분석하였다. 우선 TCT의 온도조건을 통하여 플립칩 패키지의 열변형 특성을 분석한 결과, 범프의 열 변형이 시스템의 구동에 큰 영향을 미칠 수 있음을 확인하였다. 그리고 범프의 열변형 특성에 큰 영향을 미칠 것을 생각되는 IMC층의 두께와 범프의 직경을 변수로 선정하여 온도변화, 열응력 및 열변형에 대한 해석을 수행하였으며, 이를 통하여 IMC층이 범프에 영향을 미치는 원인에 대한 분석을 수행하였다.

호텔 제과ㆍ제빵 종사원의 조직적 요인이 직무만족과 이직성향에 미치는 영향 -서울지역을 중심으로- (A Study of Affect of Employees Organizational Factor on the Job Satisfaction and Resigning Trends for Hotel Pastry Employees -Emphasized on the Hotels in Seoul-)

  • 이준열
    • 한국조리학회지
    • /
    • 제9권4호
    • /
    • pp.13-36
    • /
    • 2003
  • The aim of this study was to understand how the employee satisfaction effect to their turnover trends through the survey on the employee satisfaction and the turnover trend in the pastry and bakery department on the objection of the employee of the bakers of the luxurious hotels in Seoul area. The study was selected to study the luxurious hotels located in Seoul area and make the objection of the employee in the pastry and bakery kitchen. As the contents of the assumption of the study, the independent variable was ' the pastry and bakery employee's organizational factor ', and the dependant variables were ' job satisfaction of the pastry and bakery employee ', ' turnover trends of the pastry and bakery employee ' and implicates the comparison and the mutual relationship between variables to shows the confirmation of them. As the measurement tools, it adopted the reliability analysis, the technical statistics analysis, the frequency analysis, cross-section analysis and on the verification of the assumption, it was used linear regression analysis. The result of the study showed that the satisfaction degree toward the work schedule showed to be as the personal elements while the systematic organizational establishment and the management policy, the work capacity and the job placement, the cooperation with other parts and the operation of the work time showed to be as the organizational elements. The job satisfaction elements showed as the satisfaction on the system and the rule of the job, the satisfaction on the right and belonging, the satisfaction on the achievement and the communication. As regarded to the job turnover, the turnover intention concerned the opportunity, disappointment of assignment, general complaint, and work condition. Those were shown to be elements of the job satisfaction and the turnover of the employee. And also, that were necessary to manage the job satisfaction and the turnover of the employee concerning these factors.

  • PDF

An experimental study on the cooling performance and the phase shift between piston and displacer in the Stirling cryocooler

  • Park, S. J.;Y. J. Hong;Kim, H. B.;D. Y. Koh;B. K. Yu;Lee, K. B.
    • 한국초전도ㆍ저온공학회논문지
    • /
    • 제5권1호
    • /
    • pp.111-117
    • /
    • 2003
  • In the design of the split type free displacer Stilting cryocooler the motion of the displacer is very important to decide the cooling capacity, which depends upon the working gas pressure, the swept volume in the compression space and the expansion space, operating frequency, the phase shift between piston and displacer, etc. In this study, Stirling cryocooler actuated by the electric farce of the dual linear motor is designed and manufactured. Cool down characteristics of the cold end with laser displacement sensor in the expander of the Stilting cryocooler is evaluated. The charging pressure was 15kg$_{f}$/$\textrm{cm}^2$ and operating frequency was 50Hz. Input power and the lowest temperature were about 32W and 67K, respectively. And, displacement of the piston is measured by LVDTs (Linear Variable Differential Transformers), displacement of thedisplacer is measured by laser optic method, and phase shift between piston and displacer is discussed. As the peak-to-peak pressure of the compressor was increased, peak-to-peak displacement of the displacer was increased. The peak-to-peak displacement of the displacer increases in the range of 0 - 64.5Hz(resonant frequency of the displacer), but decreases steeply when the operating frequency is bigger than the resonant frequency. Finally when the phase shift between displacements of the Piston and displacer is 45。, operating frequency is optimum and is decided by resonant frequency of the expander, mass and cross section area of the displacer and constant by friction and flow resistance.e.

Collapse of steel cantilever roof of tribune induced by snow loads

  • Altunisik, Ahmet C.;Ates, Sevket;Husem, Metin;Genc, Ali F.
    • Steel and Composite Structures
    • /
    • 제23권3호
    • /
    • pp.273-283
    • /
    • 2017
  • In this paper, it is aimed to present a detail investigation related to structural behavior of laterally unrestrained steel cantilever roof of tribune with slender cross section. The structure is located in Tutak town in $A{\breve{g}}r{{\i}}$ and collapsed on October 25, 2015 at eastern part of Turkey is considered as a case study. This mild sloped roof structure was built from a variable I beam, and supported on steel columns of 5.5 m height covering totally $240m^2$ closed area in plan. The roof of tribune collapsed completely without any indication during first snowfall after construction at midnight a winter day, fortunately before the opening hours. The meteorological records and observations of local persons are combined together to estimate the intensity of snow load in the region and it is compared with the code specified values. Also, the wide/thickness and height/thickness ratios for flange and web are evaluated according to the design codes. Three dimensional finite element model of the existing steel tribune roof is generated considering project drawings and site investigations using commercially available software ANSYS. The displacements, principal stresses and strains along to the cantilever length and column height are given as contour diagrams and graph format. In addition to site investigation, the numerical and analytical works conducted in this study indicate that the unequivocal reasons of the collapse are overloading action of snow load intensity, some mistakes made in the design of steel cantilever beams, insufficient strength and rigidity of the main structural elements, and construction workmanship errors.

PRRSV와 Staphylococcus hyicus 복합감염에 의한 돼지 귀 괴사 증후군 증례 보고 (Porcine ear necrosis syndrome by coinfection of porcine reproductive and respiratory syndrome virus and Staphylococcus hyicus)

  • 이승희;정지열;김성희;김종완;박중원;강대영;허지웅;정예지;소병재;윤순식
    • 대한수의학회지
    • /
    • 제57권2호
    • /
    • pp.143-146
    • /
    • 2017
  • Porcine ear necrosis syndrome is characterized by erosive and ulcerative lesions at the margin or tip of the pinna. Three growing pigs of different ages exhibited retarded growth accompanied by reddening and necrosis of ear prior to death. Gross examination showed reddening, swelling, black discoloration, scaling, and variable-sized yellowish materials and edema in ear cross section. Microscopically, thrombosis, abscess, ulceration, epidermal hyperplasia, and dermal pyogranulomatous inflammation with an intralesional bacterial colony were observed. Staphylococcus hyicus was isolated in all pigs' ears and porcine reproductive and respiratory syndrome virus was detected by PCR and immunohistochemistry.

폴리머 단일 링 Add/Drop 필터와 지연 도파로로 구성된 튜닝 가능 광 신호 지연기 (Tunable Optical Delay Line Based on Polymer Single-Ring Add/Drop Filters and Delay Waveguides)

  • 김경래;문현승;정영철
    • 한국광학회지
    • /
    • 제27권5호
    • /
    • pp.174-180
    • /
    • 2016
  • 튜닝 가능한 광 신호 지연기를 설계, 제작 및 특성 측정을 하였다. 광 신호 지연기는 네 개의 폴리머 링 공진기 add/drop 필터들과 그 사이에 배치된 지연 도파로들로 구성되었다. 폴리머 도파로는 한변의 길이가 $1.8{\mu}m$ 인 정사각형 매립 구조이고, 코어와 클래딩의 굴절율은 각각 1.48과 1.37이다. 이와 같은 도파 구조로 인하여 매우 작은 반경의 곡선도파로를 활용함으로써, 콤팩트한 소자를 실현할 수 있다. 각각의 add/drop 필터의 링 공진기 상에 전극을 형성하여 열 광학 효과에 의한 튜닝이 가능하도록 하였다. 측정 결과, 각각의 add/drop 필터를 튜닝함으로써 지연 도파로의 수에 비례하는 지연 시간인 110 ps, 225 ps, and 330 ps를 확인할 수 있다.

패널자료를 이용한 산림휴양의 장기수급예측 모형의 개발 (Developing Forest Recreation Forecasting Model Using Panel Date)

  • 주린원;한상열;이성연;박찬우;김재준
    • 한국산림과학회지
    • /
    • 제95권4호
    • /
    • pp.381-387
    • /
    • 2006
  • 본 연구는 우리나라 산림휴양량의 장기 예측을 가능하게 할 수 있는 모형개발을 시도하였으며, 특히, 계량경제모형에 부합하고 동시에 산림휴양에 대한 정책적 조절변수들을 발굴하여 산림휴양정책에 활용가능한 실용적 모형개발을 목표로 수행되었다. 이전의 선행연구들이 사용한 횡단면 분석의 문제점을 극복하기 위하여 횡단면자료와 시계열자료를 통합한 패널자료를 사용하여 분석하였다. 분석결과에 의하면 산림휴양량은 두 지역간의 거리와는 음(-)의 관계를 보이는 반면 출발지 인구와 목적지 산림면적, 그리고 정책변수로 상정된 목적지의 사회개발세출액과는 양(+)의 관계가 존재하는 것으로 나타났다. 또한 거리변수는 탄력적인 반면, 나머지 독립변수들은 모두 산림휴양량과는 비탄력적인 것으로 나타났다. 이러한 결과는 두 지역간의 산림휴양량은 일반적인 중력모형(gravity model) 이론과 일치하는 패턴은 따르고 있다 할 수 있다.

Isogeometric method based in-plane and out-of-plane free vibration analysis for Timoshenko curved beams

  • Liu, Hongliang;Zhu, Xuefeng;Yang, Dixiong
    • Structural Engineering and Mechanics
    • /
    • 제59권3호
    • /
    • pp.503-526
    • /
    • 2016
  • In-plane and out-of-plane free vibration analysis of Timoshenko curved beams is addressed based on the isogeometric method, and an effective scheme to avoid numerical locking in both of the two patterns is proposed in this paper. The isogeometric computational model takes into account the effects of shear deformation, rotary inertia and axis extensibility of curved beams, and is applicable for uniform circular beams, and more complicated variable curvature and cross-section beams as illustrated by numerical examples. Meanwhile, it is shown that, the $C^{p-1}$-continuous NURBS elements remarkably have higher accuracy than the finite elements with the same number of degrees of freedom. Nevertheless, for in-plane or out-of-plane vibration analysis of Timoshenko curved beams, the NURBS-based isogeometric method also exhibits locking effect to some extent. To eliminate numerical locking, the selective reduced one-point integration and $\bar{B}$ projection element based on stiffness ratio is devised to achieve locking free analysis for in-plane and out-of-plane models, respectively. The suggested integral schemes for moderately slender models obtain accurate results in both dominated and non-dominated regions of locking effect. Moreover, this strategy is effective for beam structures with different slenderness. Finally, the influence factors of structural parameters of curved beams on their natural frequency are scrutinized.

Modeling of Hydrodynamic Processes at a Large Leak of Water into Sodium in the Fast Reactor Coolant Circuit

  • Perevoznikov, Sergey;Shvetsov, Yuriy;Kamayev, Aleksey;Pakhomov, Ilia;Borisov, Viacheslav;Pazin, Gennadiy;Mirzeabasov, Oleg;Korzun, Olga
    • Nuclear Engineering and Technology
    • /
    • 제48권5호
    • /
    • pp.1162-1173
    • /
    • 2016
  • In this paper, we describe a physicomathematical model of the processes that occur in a sodium circuit with a variable flow cross-section in the case of a water leak into sodium. The application area for this technique includes the possibility of analyzing consequences of this leak as applied to sodium-water steam generators in fast neutron reactors. Hydrodynamic processes that occur in sodium circuits in the event of a water leak are described within the framework of a one-dimensional thermally nonequilibrium three-component gas-liquid flow model (sodium-hydrogen-sodium hydroxide). Consideration is given to the results of a mathematical modeling of experiments involving steam injection into the sodium loop of a circulation test facility. That was done by means of the computer code in which the proposed model had been implemented.

Structure damage estimation due to tunnel excavation based on indoor model test

  • Nam, Kyoungmin;Kim, Jungjoo;Kwak, Dongyoup;Rehman, Hafeezur;Yoo, Hankyu
    • Geomechanics and Engineering
    • /
    • 제21권2호
    • /
    • pp.95-102
    • /
    • 2020
  • Population concentration in urban areas has led traffic management a central issue. To mitigate traffic congestions, the government has planned to construct large-cross-section tunnels deep underground. This study focuses on estimating the damage caused to frame structures owing to tunnel excavation. When constructing a tunnel network deep underground, it is necessary to divide the main tunnel and connect the divergence tunnel to the ground surface. Ground settlement is caused by excavation of the adjacent divergence tunnel. Therefore, predicting ground settlement using diverse variables is necessary before performing damage estimation. We used the volume loss and cover-tunnel diameter ratio as the variables in this study. Applying the ground settlement values to the settlement induction device, we measured the extent of damage to frame structures due to displacement at specific points. The vertical and horizontal displacements that occur at these points were measured using preattached LVDT (Linear variable differential transformer), and the lateral strain and angular distortion were calculated using these displacements. The lateral strain and angular distortion are key parameters for structural damage estimation. A damage assessment chart comprises the "Negligible", "Very Slight Damage", "Slight Damage", "Moderate to Severe Damage", and "Severe to Very Severe Damage" categories was developed. This table was applied to steel frame and concrete frame structures for comparison.