• Title/Summary/Keyword: 포화 요소

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Intial Magnetics Properties of Silicon steel with laminated Core (적층형 무방향성 규소강판의 초기 자화특성)

  • Kim, In-Sung;Song, Jae-Sung;Min, Bok-Ki;Jeong, Soon-Jong
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2007.11a
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    • pp.237-238
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    • 2007
  • 전동기 코어 소재로 사용하는 무방향성 규소강판을 토로이달 형태가 아닌 전동기 적용 모형과 동일한 적층형으로 회전자 코어를 제작하여 초기 및 포화 자화 특성에 대한 고찰을 하였다. 초기자화 특성은 전동기가 처음 기동할 때 토크나 기동전류에 큰 영향을 미친다. 초기 자화 특성을 향상시키면 기동 전류를 줄일 뿐 아니라 전동기의 장기간 수명에도 영향을 미친다. 본 연구에서는 무방향성 규소강판의 가공, 설계, 제작 특성이 초기 기동 특성에 미치는 영향을 간접적으로 조사하기 위하여 초기로 포화 히스테리시스 특성에 대한 고찰을 실시하고 이들 요소가 갖는 여러 가지 가능성을 제시하였다.

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Research on MFL PIG Design for the Inspection of Underground Gas Pipeline (지하매설 가스관의 검사를 위한 누설자속탐상 PIG 설계에 관한 연구)

  • Park, Sang-Ho;Park, Gwan-Soo
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.2
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    • pp.177-186
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    • 2002
  • This paper describes the magnetic flux leakage(MFL) type non-destructive testing(NDT) system to detect the 3D defects in underground gas pipe. Magnetic systems with permanent magnets and yokes are analyzed by 3D non-lineal finite element method(FEM) with optimum design. In case of under-saturation of gas pipe, sensing signals are too weak to detect. In case of over-saturation, the changes of the sensing signals are too low to detect the defects sensitively. So, the operating points of the magnetic system are optimized to increase the changes of the MFL signals. The effects of the depth and size of the defects on the sensing signals are analyzed to define the range and resolution of the MFL sensors. To increase the sensor's sensitivity, the back-yoke sensors are introduced and tested.

Research on MFL PIG Design for caustic and defect the Inspection of Underground Gas Pipeline (지하매설 가스관의 부식 및 결함 탐지를 위한 비파괴 누설 탐상시스템 개발에 관한 연구)

  • Park, Sang-Ho;Park, Gwan-Soo
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2002.05a
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    • pp.11-20
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    • 2002
  • This paper describes the magnetic flux leakage(MFL) type non-destructive testing(NDT) system to detect the 3D defects on underground gas pipe. Magnetic systems with permanent magnets and yokes are analyzed by 3D non-lineal finite element method(FEM) with optimum design. In case of under-saturation of gas pipe, sensing signals are too weak to detect. In case of over-saturation, the changes of the sensing signals are too low to detect the defects sensitively. So, the operating points of the magnetic system are optimized to increase the changes of the MFL signals. The effects of the depth and size of the defects on the sensing signals are analyzed to define the range and resolution of the MFL sensors. To increase the sensor's sensitivity, the back-yoke sensors are introduced and tested.

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Analysis and Improvement for Single 6/6 SRM with a Saturable Area (자기 포화 영역을 갖는 단상 6/6 SRM의 자기 구조 해석 및 개선)

  • Oh, Seok-Gyu
    • Journal of the Korean Magnetics Society
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    • v.27 no.2
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    • pp.70-75
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    • 2017
  • Single-phase SRM is cost competitive because it can reduce the number of switches for small, low-cost applications. However, since the single-phase SRM is difficult to start itself, methods for realizing self-starting by using auxiliary magnet or auxiliary pole have been studied. Recently, a method of self-starting by changing the shape of the rotor with a saturable area has been proposed. The purpose of this paper is to analyze the magnetic structure of single phase 6/6 SRM with a saturable rotor and to improve the magnetic structure of rotor with a saturable area. For this magnetic analysis, FLUX2D, a finite element method analysis program, was used.

Prediction of Saturation Time for the Soil Slopes due to Rainfalls (지속적인 강우에 의한 토사사면의 포화시간 예측)

  • Park, Sungwon;Han, Taekon;Kim, Hongtaek;Baek, Seungcheol
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.4
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    • pp.67-74
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    • 2007
  • Many studies for slope stability studies have indicated that the infiltration of rainwater into a slope decrease the slope stability. In order to minimize damage caused by slope failure, most design codes suggest that the slope stability be analyzed by saturated condition during rainy season. However it would be excessively conservative condition that every soil slope is saturated in rainy season irrespective of rainfall intensity, soil type and slope geometry. In addition, because most soil slopes are in an unsaturated state, it is necessary to consider the unsaturated characteristics of slope. This paper suggests a prediction method of saturation time for the weathered granite soil slopes due to rainfalls. The finite element analysis of transient water flow through unsaturated slope was used to investigate effects of soil-water characteristics, permeability at saturation, slope geometry, and rainfall intensity. From the result of these analyses, the prediction charts considering soil-water characteristics, permeability at saturation, and slope height were proposed in this study. It is possible to the time required to be saturated slope after rainfall.

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Finite Element Analysis of Interior Buried Permanent Magnet Synchronous Motor (매입형 영구자석 동기전동기의 유한요소해석)

  • Choi, Gil-Sun;Hahn, Sung-Chin
    • Proceedings of the KIEE Conference
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    • 2009.07a
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    • pp.810_811
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    • 2009
  • 본 논문에서는 하이브리드 전기자동차 구동에 적용되는 비선형 자기포화특성이 두드러진 매입형 영구자석 동기전동기의 돌극비에 따른 특성해석에 대해 나타낸다. 영구자석의 층수에 따라 달라지는 돌극비 특성을 구하기 위해 고정자, 회전자 형상 및 재질 등을 동일하게 두고 유한요소해석을 통해 자계해석을 하였다.

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Elastic Wave Velocity of Jumunjin Sand Influenced by Saturation, Void Ratio and Stress (포화도, 간극비 및 응력에 따른 주문진사의 탄성파 속도)

  • Lee, Jung-Hwoon;Yun, Tae-Sup
    • Journal of the Korean Geotechnical Society
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    • v.30 no.4
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    • pp.101-106
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    • 2014
  • The penetration testing provides 1 dimensional profiles of properties applicable to limited investigation areas, although N-value has been linked to a wide range of geotechnical design parameters based on empirical correlations. The nondestructive test using elastic waves is able to produce 2 or 3 dimensional property maps by inversion process with high efficiency in time and cost. As both N-value and elastic wave velocities share common dominant factors that include void ratio, degree of saturation, and in-situ effective stress, the correlation between the two properties has been empirically proposed by previous studies to assess engineering properties. This study presents the experimentally measured elastic wave velocities of Jumunjin sands under at-rest lateral displacement condition with varying the initial void ratio and degree of saturation. Results show that the stress condition predominantly influences the wave velocities whereas void ratio and saturation determine the stress-velocity tendency. The correlation among the dominant factors is proposed by multiple regression analysis with the discussion of relative impacts on parameters.

Model Tests and GIMP (Generalized Interpolation Material Point Method) Simulations of Ground Cave-ins by Strength Reduction due to Saturation (불포화 강도 유실에 의한 지반함몰 현상의 모형 실험 재현 및 일반 보간 재료점법을 활용한 수치적 모사)

  • Lee, Minho;Woo, Sang Inn;Chung, Choong-Ki
    • Journal of the Korean Geotechnical Society
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    • v.33 no.12
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    • pp.93-105
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    • 2017
  • This study presents direct shear tests, model tests, and numerical simulations to assess the effect of reduction of soil strength because of saturation during formation of ground cave-in caused by damaged sewer pipe lines. The direct shear test results show that the saturation affects the cohesion of soil significantly although it does not influence the friction angle of soil. To experimentally reproduce ground cave-in, the model tests were performed. As ground cave-ins were accompanied with extreme deformation, conventional finite element method has difficulty in simulating them. The present study relies on generalized interpolation material point method, which is one of meshless methods. Although there are differences between the model test and numerical simulation caused by boundary conditions, incomplete saturation, and exclusion of groundwater flow, similar ground deformation characteristics are observed both in the model test and numerical simulation.

Improvement of Low-temperature Fluidity of Biodiesel from Vegetable Oils and Animal Fats Using Urea for Reduction of Total Saturated FAME (요소 이용 포화도 저감을 통한 동.식물성 바이오디젤의 저온유동성 개선)

  • Lee, Yong-Hwa;Kim, Kwang-Soo;Jang, Young-Seok;Shin, Jung-Ah;Lee, Ki-Teak;Choi, In-Hu
    • Journal of the Korean Applied Science and Technology
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    • v.31 no.1
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    • pp.113-119
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    • 2014
  • The compositions of saturated and unsaturated fatty acids in biodiesel feedstocks are important factors for biodiesel properties including low-temperature fluidity and oxidative stability. This study was conducted to improve low-temperature fluidity of biodiesel by reducing total saturated FAME (fatty acid methyl ester) in animal fat biodiesel fuels via urea-based fractionation and by mixing plant biodiesel fuels (rapeseed-FAME, waste cooking oil-FAME, soybean-FAME, and camellia-FAME) with enriched-polyunsaturated FAME derived from animal fat biodiesel. Our results showed that the reduction of total saturated FAME in animal fat biodiesel lowered CFPP (Cold Filter Plugging Point) to $-15^{\circ}C$. Mixing plant biodiesel fuels with the enriched-polyunsaturated FAME derived from animal fat biodiesel lowered CFPP of blended biodiesel fuels to $-10{\sim}-18^{\circ}C$.

The Mixed Finite Element Analysis for Nearly Incompressible and Impermeable Porous Media Using Parallel Algorithm (병렬알고리즘 이용한 비압축, 비투과성 포화 다공질매체의 혼합유한요소해석)

  • Tak, Moon-Ho;Kang, Yoon-Sik;Park, Tae-Hyo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.4
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    • pp.361-368
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    • 2010
  • In this paper, the parallel algorithm using MPI(Message-Passing Interface) library is introduced in order to improve numerical efficiency for the staggered method for nearly incompressible and impermeable porous media which was introduced by Park and Tak(2010). The porous media theory and the staggered method are also briefly introduced in this paper. Moreover, we account for MPI library for blocking, non-blocking, and collective communication, and propose combined the staggered method with the blocking and nonblocking MPI library. And then, we present how to allocate CPUs on the staggered method and the MPI library, which is related with the numerical efficiency in order to solve unknown variables on nearly incompressible and impermeable porous media. Finally, the results comparing serial solution with parallel solution are verified by 2 dimensional saturated porous model according to the number of FEM meshes.