• 제목/요약/키워드: Radius Variation Analysis

검색결과 126건 처리시간 0.024초

홈이 회전하는 빗살무늬 저널 베어링의 안정성 해석 (Stability Analysis of a Herringbone Grooved Journal Bearing with Rotating Grooves)

  • 윤진욱;장건희
    • 한국소음진동공학회논문집
    • /
    • 제13권4호
    • /
    • pp.247-257
    • /
    • 2003
  • This paper presents an analytical method to Investigate the stability of a hydrodynamic journal bearing with rotating herringbone grooves. The dynamic coefficients of the hydrodynamic Journal bearing are calculated using the FEM and the perturbation method. The linear equations of motion can be represented as a parametrically excited system because the dynamic coefficients have time-varying components due to the rotating grooves, even in the steady state. Their solution can be assumed as a Fourier series expansion so that the equations of motion can be rewritten as simultaneous algebraic equations with respect to the Fourier coefficients. Then, stability can be determined by solving Hill's infinite determinant of these algebraic equations. The validity of this research is proved by the comparison of the stability chart with the time response of the whirl radius obtained from the equations of motion. This research shows that the instability of the hydrodynamic journal bearing with rotating herringbone grooves increases with increasing eccentricity and with decreasing groove number, which play the major roles in increasing the average and variation of stiffness coefficients, respectively. It also shows that a high rotational speed is another source of instability by increasing the stiffness coefficients without changing the damping coefficients.

전극 형태에 따른 가교폴리에틸렌 절연체의 방전분포해석 (The Discharge Distribution Analysis of Cross-Linking Polyethylene due to Shape of Electrode)

  • 김탁용;양재훈;김귀열;이충호;홍진웅
    • 한국전기전자재료학회:학술대회논문집
    • /
    • 한국전기전자재료학회 2004년도 추계학술대회 논문집 Vol.17
    • /
    • pp.308-311
    • /
    • 2004
  • In this paper, we investigated $\phi-q-n$ distribution to inquire discharge characteristic according to variation of electrode. Also, we investigated Weible distribution of discharge number using Weible analysis to search the relationship between a part discharge and shape of electrode. We increased voltage 1[kV] AC 60[Hz] of impressed voltage, data is acquired a generating discharge for 10 seconds after impressing voltage. Also, as we repeated the experiment 10 times at same condition, analyzed foible using data except for maximum and minimum. As the result, we confirmed that discharge generating and discharge quantity were significantly increased narrowing radius of electrode, also discharge frequency was close to shape of a standard distribution.

  • PDF

Catastrophe analysis of active-passive mechanisms for shallow tunnels with settlement

  • Yang, X.L.;Wang, H.Y.
    • Geomechanics and Engineering
    • /
    • 제15권1호
    • /
    • pp.621-630
    • /
    • 2018
  • In the note a comprehensive and optimal passive-active mode for describing the limit failure of circular shallow tunnel with settlement is put forward to predict the catastrophic stability during the geotechnical construction. Since the surrounding soil mass around tunnel roof is not homogeneous, with tools of variation calculus, several different curve functions which depict several failure shapes in different soil layers are obtained using virtual work formulae. By making reference to the simple-form of Power-law failure criteria based on numerous experiments, a numerical procedure with consideration of combination of upper bound theorem and stochastic medium theory is applied to the optimal analysis of shallow-buried tunnel failure. With help of functional catastrophe theory, this work presented a more accurate and optimal failure profile compared with previous work. Lastly the note discusses different effects of parameters in new yield rule and soil mechanical coefficients on failure mechanisms. The scope of failure block becomes smaller with increase of the parameter A and the range of failure soil mass tends to decrease with decrease of unit weight of the soil and tunnel radius, which verifies the geomechanics and practical case in engineering.

홈이 회전하는 빗살무의 저널 베어링의 안정성 해석 (Stability Analysis of a Herringbone Grooved Journal Bearing with Rotating Grooves)

  • 윤진욱;장건희
    • 한국소음진동공학회:학술대회논문집
    • /
    • 한국소음진동공학회 2002년도 춘계학술대회논문집
    • /
    • pp.166-174
    • /
    • 2002
  • This paper presents an analytical method to Investigate the stability of a hydrodynamic journal bearing with rotating herringbone grooves. The dynamic coefficients of the hydrodynamic journal bearing are calculated using the FEM and the perturbation method. The linear equations of motion can be represented as a parametrically excited system because the dynamic coefficients have time-varying components due to the rotating grooves, even in the steady state. Their solution can be assumed as a Fourier series expansion so that the equations of motion can be rewritten as simultaneous algebraic equations with respect to the Fourier coefficients. Then, stability can be determined by solving Hill's infinite determinant of these algebraic equations. The validity of this research is proved by the comparison of the stability chart with the time response of the whirl radius obtained from the equations of motion. This research shows that the instability of the hydrodynamic journal bearing with rotating herringbone grooves increases with increasing eccentricity and with decreasing groove number, which play the major roles in increasing the average and variation of stiffness coefficients, respectively. It also shows that a high rotational speed is another source of instability by increasing the stiffness coefficients without changing the damping coefficients.

  • PDF

상변화 물질의 용융과정에 있어서 좌표변환을 이용한 온도분포의 해석적 연구 (The finite difference analysis on temperature distribution by coordinate transformation during melting process of phase-change Material)

  • 김준근;임장순
    • 태양에너지
    • /
    • 제5권2호
    • /
    • pp.77-83
    • /
    • 1985
  • An analysis is performed to investigate the influence of the buoyancy force and the thickness variation of melting layer in the containment that is filled with phase-change Material surrounding a cylindrical heating tube during melting process. The phase-change material is assumed to be initially solid at its phase-change temperature and the remaining solid at any given time is still at the phase-change temperature and neglecting the effect of heat transfer occuring within the solid. At the start of melting process, the thickness of melting layer is assumed to be a stefan-problem and after the starting process, the change of temperature and velocity is calculated using a two dimensional finite difference method. The governing equations for velocity and temperature are solved by a finite difference method which used SIMPLE (Semi Implicit Method Pressure linked Equations) algorithm. Results are presented for a wide range of Granshof number and in accordance with the time increment and it is founded that two dimensional fluid flow occurred by natural convection decreases the velocity of melting process at the bottom of container. The larger the radius of heating tube, the higher heat transfer is occurred in the melting layer.

  • PDF

Site specific ground motion simulation and seismic response analysis for microzonation of Kolkata

  • Roy, Narayan;Sahu, R.B.
    • Geomechanics and Engineering
    • /
    • 제4권1호
    • /
    • pp.1-18
    • /
    • 2012
  • The spatial variation of ground motion in Kolkata Metropolitan District (KMD) has been estimated by generating synthetic ground motion considering the point source model coupled with site response analysis. The most vulnerable source was identified from regional seismotectonic map for an area of about 350 km radius around Kolkata. The rock level acceleration time histories at 121 borehole locations in Kolkata for the vulnerable source, Eocene Hinge Zone, due to maximum credible earthquake (MCE) moment magnitude 6.2 were generated by synthetic ground motion model. Soil investigation data of 121 boreholes were collected from the report of Soil Data Bank Project, Jadavpur University, Kolkata. Surface level ground motion parameters were determined using SHAKE2000 software. The results are presented in the form of peak ground acceleration (PGA) at rock level and ground surface, amplification factor, and the response spectra at the ground surface for frequency 1.5 Hz, 3 Hz, 5 Hz and 10 Hz and 5% damping ratio. Site response study shows higher PGA in comparison with rock level acceleration. Maximum amplification in some portion in KMD area is found to be as high as 3.0 times compared to rock level.

Jet-grouting in ground improvement and rotary grouting pile installation: Theoretical analysis

  • Wang, You;Li, Lin;Li, Jingpei;Sun, De'an
    • Geomechanics and Engineering
    • /
    • 제21권3호
    • /
    • pp.279-288
    • /
    • 2020
  • The permeation grouting is a commonly used technique to improve the engineering geology condition of the soft ground. It is of great significance to predict the permeation range of the grout so as to ensure the effects of grouting. This paper conducts a theoretical analysis of jet-grouting effects in ground improvement and rotary grouting pile installation by utilizing deformation-permeation coupled poroelastic solutions based on Biot's theory and Laplace-Fourier integral transform technique. The exponential function and the intermittent trigonometric function are chosen to represent time-dependent grouting pressure usually encountered in ground improvement and rotary grouting pile installation process, respectively. The results, including the radial displacement, the hoop stress, the excess pore fluid pressure, the radial discharge, and the permeation radius of grout, are presented for different grouting time, radial positions and grouting lengths. Parametric study is conducted to explore the effects of variation of the exponent in the exponential grouting pressure-time relationship on grouting-induced responses. It is expected that the proposed solutions can be used to estimate the permeation range of grouting in ground improvement and rotary grouting pile installation.

수소압축기 내장 충전탱크용 벨로우즈의 형상 파라미터 변화에 따른 구조 성능 고찰 (Study on Structural Performance by Shape Parameter Variation of Bellows for the Hydrogen Compressor-embedded Refueling Tank)

  • 박우창;정민석;송창용
    • 한국수소및신에너지학회논문집
    • /
    • 제35권1호
    • /
    • pp.75-82
    • /
    • 2024
  • In this study, design parameter exploration based on finite element analysis was performed to find the optimal shape of bellows, the key component of compressor-embedded refueling tank for a newly developed hydrogen refueling station capable of high-pressure charging above 900 bar. In the design parametric study, the design variables took into account the bellows shapes such as contour radius and span spacing, and the response factors were set to the maximum stress and the gap in the contact direction. In the shape design of the compressor bellows for hydrogen refueling station considered in this study, it was found that adjusting the contour span is an appropriate design method to improve the compression performance and structural safety. From the selection of optimal design, the maximum stress was reduced to 49% compared to the initial design without exceeding the material yield stress.

탄소/탄소 브레이크 디스크의 열탄성 해석과 3차원 응력해석 및 설계 (Thermo-Elastic Analysis, 3-Dimensional Stress Analysis and Design of Carbon/Carbon Brake Disk)

  • 오세희;유재석;김천곤;홍창선;김광수
    • Composites Research
    • /
    • 제15권1호
    • /
    • pp.41-52
    • /
    • 2002
  • 이 논문에서는 탄소/탄소 브레이크 제동중 시스템의 거동을 열탄성 해석을 수행하여 살펴보았고. 파손에 안정적인 디스크의 형상을 찾기 위하여 다양한 형상에 대한 3차원 응력해석을 수행하였다. 탄소/탄소 복합재료의 기계적 물성치가 적층면방향과 두께방향으로 측정되었다. 측정긴 기계적 물성치는 열탄성 해석과 3차원 응력해석을 위한 입력으로 사용 되었다. 로터 클립과 클립 리테이너 사이의 간격은 회전판의 하중전달 미케니즘에 있어서 중요만 인자이다. 간격변화는 기계적 변형과 열 변형으로 분리하여 고려하였다. 클립과 리테이터는 서로 접촉이 발생하지 않았으므로 해석 모델에서 리테이너와 리벳은 제외되었다. 로터 디스크는 반복대칭조건을 사용하여 모델링되었고, 로터 디스크와 로터 클립, 로터 클립과 키 드럼사이의 2중 접촉문제가 고려되었다. 3차인 응력해석의 결과로부터 브레이크 디스크의 키 홀 부분에 응력집중현상이 발생하는 것을 확인하였다. 응력분포는 키 홀 부분에서 접촉면의 회전각과 곡률반경의 변화에 따라 연구 되었다.

Concentric Circle-Based Image Signature for Near-Duplicate Detection in Large Databases

  • Cho, A-Young;Yang, Won-Keun;Oh, Weon-Geun;Jeong, Dong-Seok
    • ETRI Journal
    • /
    • 제32권6호
    • /
    • pp.871-880
    • /
    • 2010
  • Many applications dealing with image management need a technique for removing duplicate images or for grouping related (near-duplicate) images in a database. This paper proposes a concentric circle-based image signature which makes it possible to detect near-duplicates rapidly and accurately. An image is partitioned by radius and angle levels from the center of the image. Feature values are calculated using the average or variation between the partitioned sub-regions. The feature values distributed in sequence are formed into an image signature by hash generation. The hashing facilitates storage space reduction and fast matching. The performance was evaluated through discriminability and robustness tests. Using these tests, the particularity among the different images and the invariability among the modified images are verified, respectively. In addition, we also measured the discriminability and robustness by the distribution analysis of the hashed bits. The proposed method is robust to various modifications, as shown by its average detection rate of 98.99%. The experimental results showed that the proposed method is suitable for near-duplicate detection in large databases.