• 제목/요약/키워드: load distribution factor

검색결과 413건 처리시간 0.026초

과지압 하에 있는 대규모 지하공동의 지보 시스템에 관한 연구 (A Study on the Support System of Large Caverns Under High Initial Stress)

  • 박연준;유광호;최영태;김재용
    • 터널과지하공간
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    • 제14권2호
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    • pp.154-166
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    • 2004
  • 본 연구에서는 측압이 매우 큰 암반에 대규모 유류저장공동을 병렬로 굴착할 경우, 공동 및 지보재의 역학적 안정성을 평가하였다. 수치해석적인 방법을 동원하여 공동 주변 암반의 거동을 분식하고, 주된 지보재인 rockbolt와 숏크리트의 역할을 분석하였으며, 각 지보재의 안정성을 평가하였다. 적정한 지보시스템 구축을 위하여 지보재 모델링 기법, 공동 단면 형상, 지보재의 규격 등이 공동의 안정성에 미치는 영향을 파악하였다. 해석결과 지보재의 타설시기와 다단계 굴착에 따른 공동 형상의 변화가 지보재에 발생하는 응력에 큰 영향이었음을 알 수 었었으며, 강섬유보강 숏크리트의 변형 및 파괴 특성을 고려한 해석기법 개발의 필요성을 확인하였다.

A Robust Fault Location Algorithm for Single Line-to-ground Fault in Double-circuit Transmission Systems

  • Zhang, Wen-Hao;Rosadi, Umar;Choi, Myeon-Song;Lee, Seung-Jae;Lim, Il-Hyung
    • Journal of Electrical Engineering and Technology
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    • 제6권1호
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    • pp.1-7
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    • 2011
  • This paper proposes an enhanced noise robust algorithm for fault location on double-circuit transmission line for the case of single line-to-ground (SLG) fault, which uses distributed parameter line model that also considers the mutual coupling effect. The proposed algorithm requires the voltages and currents from single-terminal data only and does not require adjacent circuit current data. The fault distance can be simply determined by solving a second-order polynomial equation, which is achieved directly through the analysis of the circuit. The algorithm, which employs the faulted phase network and zero-sequence network with source impedance involved, effectively eliminates the effect of load flow and fault resistance on the accuracy of fault location. The proposed algorithm is tested using MATLAB/Simulink under different fault locations and shows high accuracy. The uncertainty of source impedance and the measurement errors are also included in the simulation and shows that the algorithm has high robustness.

Determination of double-K fracture parameters of concrete using split-tension cube test

  • Kumar, Shailendra;Pandey, S.R.
    • Computers and Concrete
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    • 제9권2호
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    • pp.81-97
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    • 2012
  • This paper presents development of double-K fracture model for the split-tension cube specimen for determining the unstable fracture toughness and initial cracking toughness of concrete. There are some advantages of using of split-tension cube test like compactness and lightness over the existing specimen geometries in practice such as three-point bend test, wedge splitting test and compact tension specimen. The cohesive toughness of the material is determined using weight function having four terms for the split-tension cube specimen. Some empirical relations are also suggested for determining geometrical factors in order to calculate stress intensity factor and crack mouth opening displacement for the same specimen. The results of double-K fracture parameters of split-tension cube specimen are compared with those obtained for compact tension specimen. Finally, the influence of the width of the load-distribution of split-tension cube specimen on the double-K fracture parameters for laboratory size specimens is investigated. The input data required for determining double-K fracture parameters for both the specimen geometries are obtained using well known version of the Fictitious Crack Model.

전기이중층커패시터의 가속열화시험 (An Accelerated Degradation Test of Electric Double-Layer Capacitors)

  • 정재한;김명수
    • 한국신뢰성학회지:신뢰성응용연구
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    • 제12권2호
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    • pp.67-78
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    • 2012
  • An electric double-layer capacitor(EDLC) is an electrochemical capacitor with relatively high energy density, typically hundreds of times greater than conventional electrolytic capacitors. EDLCs are widely used for energy storage rather than as general-purpose circuit components. They have a variety of commercial applications, notably in energy smoothing and momentary-load devices, and energy-storage and kinetic energy recovery system devices used in vehicles, etc. This paper presents an accelerated degradation test of an EDLC with rated voltage 2.7V, capacitance 100F, and usage temperature $-40^{\circ}C{\sim}65^{\circ}C$. The EDLCs are tested at $50^{\circ}C$, $60^{\circ}C$, and $70^{\circ}C$, respectively for 1,750hours, and their capacitances are measured at predetermined times by constant current discharge method. The failure times are predicted from their capacitance deterioration patterns, where the failure is defined as 30% capacitance decrease from the initial one. It is assumed that the lifetime distribution of EDLC follows Weibull and Arrhenius life-stress relationship holds. The life-stress relationship, acceleration factor, and $B_{10}$ life at design condition are estimated by analyzing the accelerated life test data.

5MW 풍력용 피치드라이브의 유성기어 Micro-geometry 최적화에 관한 연구 (A Study on Tooth Micro-geometry Optimization of Planetary Gear for 5MW Wind Turbine Pitch Drive)

  • 이인범;김동영;허철수;이도영;류성기
    • 한국기계가공학회지
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    • 제13권1호
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    • pp.85-91
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    • 2014
  • The rotation of a spindle unit must be accurate for high-quality machining and to improve the quality of the machine tools. Therefore, the proper measurement of the rotation accuracy and ensuring a proper analysis are very important. Separate processes are necessary because spindle errors and roundness errors associated with the test balls can both factor into the measured rotation error values. We used three methods to discern test ball errors and analyzed which could be deemed as the most proper technique in a test of the rotation accuracy of the main spindle of a machine tool.

T-START: Time, Status and Region Aware Taxi Mobility Model for Metropolis

  • Wang, Haiquan;Lei, Shuo;Wu, Binglin;Li, Yilin;Du, Bowen
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제12권7호
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    • pp.3018-3040
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    • 2018
  • The mobility model is one of the most important factors that impacts the evaluation of any transportation vehicular networking protocols via simulations. However, to obtain a realistic mobility model in the dynamic urban environment is a very challenging task. Several studies extract mobility models from large-scale real data sets (mostly taxi GPS data) in recent years, but they do not consider the statuses of taxi, which is an important factor affected taxi's mobility. In this paper, we discover three simple observations related to the taxi statuses via mining of real taxi trajectories: (1) the behavior of taxi will be influenced by the statuses, (2) the macroscopic movement is related with different geographic features in corresponding status, and (3) the taxi load/drop events are varied with time period. Based on these three observations, a novel taxi mobility model (T-START) is proposed with respect to taxi statuses, geographic region and time period. The simulation results illustrate that proposed mobility model has a good approximation with reality in trajectory samples and distribution of nodes in four typical time periods.

A new 3-unknowns non-polynomial plate theory for buckling and vibration of functionally graded sandwich plate

  • Tounsi, Abdelouahed;Houari, Mohammed Sid Ahmed;Bessaim, Aicha
    • Structural Engineering and Mechanics
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    • 제60권4호
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    • pp.547-565
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    • 2016
  • In this work a new 3-unknown non-polynomial shear deformation theory for the buckling and vibration analyses of functionally graded material (FGM) sandwich plates is presented. The present theory accounts for non-linear in plane displacement and constant transverse displacement through the plate thickness, complies with plate surface boundary conditions, and in this manner a shear correction factor is not required. The main advantage of this theory is that, in addition to including the shear deformation effect, the displacement field is modelled with only 3 unknowns as the case of the classical plate theory (CPT) and which is even less than the first order shear deformation theory (FSDT). The plate properties are assumed to vary according to a power law distribution of the volume fraction of the constituents. Equations of motion are derived from the Hamilton's principle. Analytical solutions of natural frequency and critical buckling load for functionally graded sandwich plates are obtained using the Navier solution. The results obtained for plate with various thickness ratios using the present non-polynomial plate theory are not only substantially more accurate than those obtained using the classical plate theory, but are almost comparable to those obtained using higher order theories with more number of unknown functions.

2경간 연속 철도교의 종방향 거동에 관한 연구 (A Study on the Longitudinal Behavior of 2-Span Continuous Railway Bridge)

  • 임정순;조재병;방윤석
    • 한국방재학회 논문집
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    • 제1권1호
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    • pp.81-90
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    • 2001
  • 2경간 연속 철도교의 종방향 거동에 영향을 미치는 여러 인자들에 대해서 연구하였다. 그 인자들로는 교각 강성의 크기, 교각의 높이, 교각기초의 크기와 교각받침의 강성을 변화시켜 그에 따른 변화양상을 살펴보았다. 그 결과 고정단 교각에서의 여러 인자들의 변화에 따른 종방향 거동의 변화가 가동단 교각에서의 변화에 따른 영향보다 크다는 사실을 확인할 수 있었다. 또한, 받침강성을 변화시켜서 종방향 거동을 제어하는 것이 다른 인자들을 변화시키는 것보다 더 경제적이라 할 수 있다.

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볼 베어링의 구름 요소 주위 유동 특성에 대한 해석 (Analysis of Fluid Flow Characteristics Around Rolling Element in Ball Bearings)

  • 조준현;김충현
    • Tribology and Lubricants
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    • 제28권6호
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    • pp.278-282
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    • 2012
  • Various bearings such as deep-groove ball bearings, angular-contact ball bearings, and roller bearings are used to support the load and to lubricate between the shaft and the housing. The bearings of potential rolling systems in a turbo pump are the deep-groove ball bearings as comparing with the bearings with rolling elements such as cylindrical rollers, tapered cylindrical rollers, and needle rollers. The deep-groove ball bearings consist of rolling elements, an inner raceway, an outer raceway and a retainer that maintain separation and help to lubricate the rolling element that is rotating in the raceways. In the case of water-lubricated ball bearings, however, fluid friction between the ball and raceways is affected by the entry direction of flow, rotation speed, and flow rate. In addition, this friction is the key factor affecting the bearing life cycles and reliability. In this paper, the characteristics of flow conditions corresponding to a deep-groove ball bearing are investigated numerically, with particular focus on the friction distribution on the rolling element, in order to extend the analysis to the area that experiences solid friction. A simple analysis model of fluid flow inside the water-lubricated ball bearing is analyzed with CFD, and the flow characteristics at high rotation speeds are presented.

터널식 소수력 발전소의 최적 설계유량에 관한 연구 (A Study on the Optimum Design Flowrate for Tunnel-Type Small Hydro-Power Plants)

  • 이철형;박완순
    • 물과 미래
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    • 제24권1호
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    • pp.63-71
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    • 1991
  • 본 연구는 터널식 소수력 발전소의 타당성 검토 기법에 관한 것으로 개발 후보지의 유량지속곡선을 작성하기 위해서 Weibull분포의 누적밀도함수와 Thiessen법을 채택하였고, 터널식 소수력 발전소의 성능예측 모델과 건설비 산정 모델이 개발되었다. 또한 한강 수계에 산재한 8개소의 개발후보지를 선정, 실측하여 이들을 대상으로 성능 특성 및 경제적 타당성을 분석하였다. 분석 결과, 터널식 소수력 발전소의 경우 발전단가를 가장 낮게 하여 주는 최적 설계유량은 유량지속곡선상의 시간비가 20%에서 30%사이에 해당하는 유량이라는 것이 밝혀졌다. 또한 개발 후보지의 설계유량, 유효낙차, 설비용량, 년평균 가동율, 년간 전기 생산량 등과 같은 초기설계제원이 산정되었다.

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