• 제목/요약/키워드: Dynamic shim

검색결과 275건 처리시간 0.026초

Thermal Properties of Interpenetrating Polymer Network Epoxy-silicone Compound

  • Cho, Young-Shin;Shim, Mi-Ja;Klm, Sang-Wook
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 1999년도 추계학술대회 논문집
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    • pp.475-478
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    • 1999
  • The thermal properties of epoxy resin/siloxane for the electrical insulation were investigated by using dynamic DSC run method. As the heating rate increased, the peak temperature on dynamic DSC curve increased. From the linear relation on the Kissinger plot the curing reaction activation energy and pre-exponential factor could be obtained. The curing activation energy from the straight line of the Kissinger plot was 46.72 kJ/mol.

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Floating Inverter Amplifiers with Enhanced Voltage Gains Employing Cross-Coupled Body Biasing

  • Jae Hoon Shim
    • 센서학회지
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    • 제33권1호
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    • pp.12-17
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    • 2024
  • Floating inverter amplifiers (FIAs) have recently garnered considerable attention owing to their high energy efficiency and inherent resilience to input common-mode voltages and process-voltage-temperature variations. Since the voltage gain of a simple FIA is low, it is typically cascaded or cascoded to achieve a higher voltage gain. However, cascading poses stability concerns in closed-loop applications, while cascoding limits the output swing. This study introduces a gain-enhanced FIA that features cross-coupled body biasing. Through simulations, it is demonstrated that the proposed FIA designed using a 28-nm complementary metal-oxide-semiconductor technology with a 1-V power supply can achieve a high voltage gain (> 90 dB) suitable for dynamic open-loop applications. The proposed FIA can also be used as a closed-loop amplifier by adjusting the amount of positive feedback due to the cross-coupled body biasing. The capability of achieving a high gain with minimum-length devices makes the proposed FIA a promising candidate for low-power, high-speed sensor interface systems.

이어도해양과학기지 구조물 계측신호 분석 (Dynamic Response of Ieodo Ocean Research Station)

  • 김동현;심재설;민인기
    • 한국해안해양공학회지
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    • 제18권1호
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    • pp.53-62
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    • 2006
  • 이어도해양과학기지에 설치된 구조물 모니터링용 가속도계, 변형률계, 경사도계에서 계측한 동적신호를 분석하였다. 가속도 신호의 분석에서는 구조적 거동에 중요한 의미를 갖는 고유진동수를 도출할 수 있었으며 수치해석에서 얻은 고유진동수와 비교하였다. 변형률신호와 경사도신호도 함께 분석하여 동적응답의 현황도 파악하였다. 서로 다른 시점의 다양한 파고가 동특성에 미치는 영향도 분석하였다. 본 연구에서 축적한 이어도해양과학기지의 동특성은 추후 지속적인 모니터링을 통해 얻게 될 동특성과의 비교를 통해 구조물의 건전성과 노후도 및 손상정도를 파악하는데 이용될 수 있을 것이다.

Design of Three-Finger Hand System

  • 심병균;이우송;박인만;황원준;김원일
    • 한국산업융합학회 논문집
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    • 제17권1호
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    • pp.21-26
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    • 2014
  • The focus of this paper is the designing a flexible three fingered hand system with 16 D.O.F for dynamic manipulation with an intelligent controller, and to build a useful database for dynamic manipulation based on the experimental results. The weight of the hand module is only 0.7 kg, but flexible motion and powerful grasping are possible. To achieve such a dynamic motion in a robotic hand, we have developed a flexible fingered hand with a control system incorporating image recognition system in which we deal with the problems of not only accuracy and range of motion but also the flexibility of hand. The fingers are arranged so as to grasp both circular and prismatic objects. In order to achieve the light mechanism, we reduced the number of joints and fingers as much as possible. We used three fingers, which is the minimum number to achieve a stable grasp.

과속방지턱 설치규격 검토를 위한 동역학적 분석 (Dynamic Analysis for Evaluation of Speed Control Hump Dimensions)

  • 심재수;최현규;김성민
    • 한국도로학회논문집
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    • 제13권3호
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    • pp.15-20
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    • 2011
  • 본 연구는 과속방지턱의 설치규격 특성을 검토하기 위하여 동역학적 이론을 기반으로 분석을 수행하였다. 먼저 과속방지턱에 대한 현장조사를 통해 기하구조 자료를 수집하여 현행 설치기준과 비교 분석하였으며, 차량과 운전자를 일체화시킨 단자유도 모델링 방법을 이용하여 충격하중에 의한 변위응답 스펙트럼을 구하였다. 해석 결과 과속방지턱의 폭과 높이는 커질수록 운전자에게 미치는 심리적 부담감이 커지나 과도한 불편함을 초래하지 않도록 크기를 결정해야 하는 것으로 분석되었다. 또한 과속방지턱의 폭과 높이의 비율은 운전자가 느끼는 수직가속도의 크기를 지배하므로 폭과 높이의 조화도 고려하여 과속방지턱을 설치하여야 한다.

흙의 액화과정에 따른 맨홀이 있는 지하 매설관의 동적해석 (Dynamic Analysis of Buried Pipelines with Manhole during a Soil Liquefaction Process)

  • 심재수
    • 대한토목학회논문집
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    • 제11권1호
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    • pp.1-8
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    • 1991
  • 지진 작용에 대한 지하매설관의 안전설계를 위한 연구가 최근 활발히 진행중이다. 매설관의 파괴원인 중 하나는 관로 주위 흙의 액화영향이다. 최근 쉐이킹 테이블로 흙의 액화 현상을 야기하여 매설 관로 모텔의 거동에 대한 실험적 연구와 해설적 연구들이 수행되었다. 해석적 연구에서 구한 결과들은 실험치의 2배 이상이었다. 그러므로 본연구는 매설관로의 거동을 파악하기 위하여 흙의 액화과정에 따른 동적 토압 및 수압계수, 감쇄계수 및 동적 지반계수들을 보다 실험에 근사하게 나타내고 비선형 운동 방정식을 작성하여 시간 이력 해석을 한다.

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Dynamic Response Analysis of Rotating Composite-VEM Thin-Walled Beams Incorporating Viscoelastic Materials in the Time Domain

  • Na Sung-Soo;Park Jae-Yong;Park Chul-H.;Kwak Moon-K.;Shim Jae-Hong
    • Journal of Mechanical Science and Technology
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    • 제20권8호
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    • pp.1139-1148
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    • 2006
  • This paper addresses the analytical modeling and dynamic response of the advanced composite rotating blade modeled as thin-walled beams and incorporating viscoelastic material. The blade model incorporates non-classical features such as anisotropy, transverse shear, rotary inertia and includes the centrifugal and coriolis force fields. The dual technology including structural tailoring and passive damping technology is implemented in order to enhance the vibrational characteristics of the blade. Whereas structural tailoring methodology uses the directionality properties of advanced composite materials, the passive material technology exploits the damping capabilities of viscoelastic material (VEM) embedded into the host structure. The VEM layer damping treatment is modeled by using the Golla-Hughes-McTavish (GHM) method, which is employed to account for the frequency-dependent characteristics of the VEM. The case of VEM spread over the entire span of the structure is considered. The displayed numerical results provide a comprehensive picture of the synergistic implications of both techniques, namely, the tailoring and damping technology on the dynamic response of a rotating thin-walled b ε am exposed to external time-dependent excitations.

THE EFFORT OF VARIOUS MIXING METHODS ON DYNAMIC VISCOELASTICITY OF A TEMPORARY SOFT LINING MATERIAL; COE-COMFORT

  • Ryu Hyun-Ju;Bae Hanna-Eun-Kyong;Shim June-Sung;Lee Seok-Hyung;Moon Hong-Suk;Chung Mun-Kyu
    • 대한치과보철학회지
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    • 제42권6호
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    • pp.641-646
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    • 2004
  • Statement of Problem. Temporary soft relining materials are used in a diverse clinical situations such as tissue conditioner, relining material, functional impression by varying its viscoelasticity. However, reproduction of consistent viscoelasticity has been not possible. Materials and methods. Considering setting mechanism of this material, this study has measured the effect of varying amount of void in dynamic viscoelasticity of soft relining material, with three different mixing methods. In each methods 10 specimens were made and subjected to dynamic viscoelastic test which were measured at specific times over period of 72 hours. Results. The analysis of the result shown that there was no statistically significant differences between different mixing methods. Conclusion. Different mixing methods had no effect over control of viscoelasticity of soft lining material. Further research is recommended for under similar oral environmental condition.

C형 강재 지진격리장치의 성능시험 (Performance Test of C-shape Steel Base Isolation System)

  • 정대유;심철환;박형기
    • 한국지진공학회논문집
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    • 제13권4호
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    • pp.25-35
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    • 2009
  • 기존의 교량받침으로 많이 사용되고 있는 폴리우레탄 디스크를 적용한 POT형식에 C형 강재감쇠장치를 추가적으로 적용한 새로운 형태의 지진격리장치에 대한 명확한 정적 성능검증과 동적특성을 파악하기 위하여 최대 극한 수직하중 시험, 최대 회전 시험, 동적재하 시험 및 동적재하 극한 반복시험을 시행하였다. 해석적 결과와 성능시험 결과를 비교분석한 결과, 충분한 감쇠능력을 보유하고있을 뿐만 아니라, 설계기준에도 적합하다는 결론을 얻을 수 있었다. 또한, EDC 및 유효강성값의 시험치가 이론치와 유사하여 시험 결과값의 분석이 유효함을 보였다.

Application of cohesive zone model to large scale circumferential through-wall and 360° surface cracked pipes under static and dynamic loadings

  • Moon, Ji-Hee;Jang, Youn-Young;Huh, Nam-Su;Shim, Do-Jun;Park, Kyoungsoo
    • Nuclear Engineering and Technology
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    • 제53권3호
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    • pp.974-987
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    • 2021
  • This paper presents ductile fracture simulation of full-scale cracked pipe for nuclear piping materials using the cohesive zone model (CZM). The main objective of this study is to investigate the applicability of CZM to predict ductile fracture of cracked pipes with various crack shapes and under quasi-static/dynamic loadings. The transferability of the traction-separation (T-S) curve from a small-scale specimen to a full-scale pipe is demonstrated by simulating small- and full-scale tests. T-S curves are calibrated by comparing experimental data of compact tension specimens with finite element analysis results. The calibrated T-S curves are utilized to predict the fracture behavior of cracked pipes. Three types of full-scale pipe tests are considered: pipe with circumferential through-wall crack under quasistatic/dynamic loadings, and with 360° internal surface crack under quasi-static loading. Computational results using the calibrated T-S curves show a good agreement with experimental data, demonstrating the transferability of the T-S curves from small-scale specimen.