• 제목/요약/키워드: Methods: Numerical

검색결과 5,363건 처리시간 0.029초

A NUMERICAL METHOD TO ANALYZE GEOMETRIC FACTORS OF A SPACE PARTICLE DETECTOR RELATIVE TO OMNIDIRECTIONAL PROTON AND ELECTRON FLUXES

  • Pak, Sungmin;Shin, Yuchul;Woo, Ju;Seon, Jongho
    • 천문학회지
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    • 제51권4호
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    • pp.111-117
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    • 2018
  • A numerical method is proposed to calculate the response of detectors measuring particle energies from incident isotropic fluxes of electrons and positive ions. The isotropic flux is generated by injecting particles moving radially inward on a hypothetical, spherical surface encompassing the detectors. A geometric projection of the field-of-view from the detectors onto the spherical surface allows for the identification of initial positions and momenta corresponding to the clear field-of-view of the detectors. The contamination of detector responses by particles penetrating through, or scattering off, the structure is also similarly identified by tracing the initial positions and momenta of the detected particles. The relative contribution from the contaminating particles is calculated using GEANT4 to obtain the geometric factor of the instrument as a function of the energy. This calculation clearly shows that the geometric factor is a strong function of incident particle energies. The current investigation provides a simple and decisive method to analyze the instrument geometric factor, which is a complicated function of contributions from the anticipated field-of-view particles, together with penetrating or scattered particles.

Bi-CGSTAB 해법에 의한 복합격자망 해석방법에 관한 연구 (A Study on Multi-Block Technique by Bi-CGSTAB Solver)

  • 배진효;이재헌
    • 대한기계학회논문집B
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    • 제20권8호
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    • pp.2611-2625
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    • 1996
  • A numerical method on multi-block technique by Bi-CGSTAB(Bi-Conjugate Gradient STABilized) solver has been proposed. The present multi-block technique can reduce the numerical manipulation greatly because the common regions at the interface of each block are not necessary. In order to test the computational performance of present multi-block technique, the flow characteristics in a T type duct system and a N type duct system have been investigated by three kinds of methods such as the single-block method, the previous multi-block technique and the multi-block technique with Bi-CGSTAB solver. The results indicated that the required CPU time by present multi block technique was shorter than that of other two numerical methods and the convergency history was shown very stable at the present multi-block technique.

개선된 HRIC VOF 법에 의한 자유수면 유동해석 (Numerical Simulation of Free Surface Flow Using a Refined HRIC VOF Method)

  • 박일룡;김광수;김진;반석호
    • 대한조선학회논문집
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    • 제47권3호
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    • pp.279-290
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    • 2010
  • In this paper, a VOF method called RHRIC (refined high resolution intertace capturing) is introduced for solving the motion of the free surface and applied to the simulation of the advection of rigid interiaces of different shapes and a 20 dam-break problem, which are typical benchmark test cases. The numerical results for the interface advection cases are compared to the analytic solutions, while the available experimental data and other numerical results of various free surface methods for the dam-break problem are provided for the validation of the proposed VOF method. The same simulations were also carried out using the original HRIC scheme and a modified HRIC scheme called MHRIC for comparison. Although the RHRIC uses a simple order scheme, a basis of the original HRIC scheme, lower than the third-order ULTIMATE-QUICKEST used by the MHRIC, it provides an improved accuracy over the two previous HRIC methods.

FRP 바닥판의 해석모델개선을 위한 System Identification 기법 (System Identification for Analysis Model Upgrading of FRP Decks)

  • 서형열;김두기;김동현;취진타오;이영호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.588-593
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    • 2007
  • Fiber reinforced polymer(FRP) composite decks are new to bridge applications and hence not much literature exists on their structural mechanical behavior. As there are many differences between numerical displacements through static analysis of the primary model and experimental displacements through static load tests, system identification (SI)techniques such as Neural Networks (NN) and support vector machines (SVM) utilized in the optimization of the FE model. During the process of identification, displacements were used as input while stiffness as outputs. Through the comparison of numerical displacements after SI and experimental displacements, it can note that NN and SVM would be effective SI methods in modeling an FRP deck. Moreover, two methods such as response surface method and iteration were proposed to optimize the estimated stiffness. Finally, the results were compared through the mean square error (MSE) of the differences between numerical displacements and experimental displacements at 6 points.

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수치해석기법을 이용한 에너지 저소비형 대형 중층 트롤어구 개발 (Development of a low-energy used large midwater trawl using a numerical method)

  • 이경훈;이춘우;양용수;이지훈
    • 수산해양기술연구
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    • 제48권3호
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    • pp.195-207
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    • 2012
  • Fuel consumption in fisheries is a primary concern due to environmental effects and costs to fishermen. Much research has been carried out to reduce the fuel consumption related to fishing operations. The fuel consumption of fishing gear during fishing operation is generally related to hydrodynamic resistance on the gear. This research demonstrates a new approach using numerical methods to reduce fuel consumption. The results from the simulation were verified with results that mirrored the model experiments. By designing the fishing gear using drawing software, the whole and partial resistance force on the gear can be calculated as a result of simulations. The simulation results will suggest suitable materials or gear structure for reducing the hydrodynamic forces on the gear while maintaining the performance of the gear. Furthermore, the efficiency of low energy used trawl as economic point of view will be dealt. This research will helpful to reduce the GHG emissions from fishing operations and lead to reduce fishing costs due to fuel savings.

Multiscale analysis using a coupled discrete/finite element model

  • Rojek, Jerzy;Onate, Eugenio
    • Interaction and multiscale mechanics
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    • 제1권1호
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    • pp.1-31
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    • 2008
  • The present paper presents multiscale modelling via coupling of the discrete and finite element methods. Theoretical formulation of the discrete element method using spherical or cylindrical particles has been briefly reviewed. Basic equations of the finite element method using the explicit time integration have been given. The micr-macro transition for the discrete element method has been discussed. Theoretical formulations for macroscopic stress and strain tensors have been given. Determination of macroscopic constitutive properties using dimensionless micro-macro relationships has been proposed. The formulation of the multiscale DEM/FEM model employing the DEM and FEM in different subdomains of the same body has been presented. The coupling allows the use of partially overlapping DEM and FEM subdomains. The overlap zone in the two coupling algorithms is introduced in order to provide a smooth transition from one discretization method to the other. Coupling between the DEM and FEM subdomains is provided by additional kinematic constraints imposed by means of either the Lagrange multipliers or penalty function method. The coupled DEM/FEM formulation has been implemented in the authors' own numerical program. Good performance of the numerical algorithms has been demonstrated in a number of examples.

수치해석적 방법에 의한 층상 점토지반의 극한지지력 해석 (The Analysis of the Bearing Capacity of Layered Clay by Numerical Methods)

  • 김영민
    • 한국지반공학회논문집
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    • 제19권1호
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    • pp.121-129
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    • 2003
  • 층상점토지반의 극한지지력에 대하여 수치해석적 방법을 이용하여 거친 띠기초, 미끈한 띠기초에 대하여 해석을 수행하였다. 유한요소법과 유한차분법(FLAC)을 사용하여 층상점토 기초지반의 파괴거동 및 전반적인 하중-변위관계, 극한지지력에 대하여 수치해석적 방법으로 검토하였다. 해석된 결과를 분석하여보면, 이러한 수치해석적 방법을 통해서 층상점토 지반의 극한지지력, 진행성 파괴거동을 충분히 검토할 수 있음을 보여주었다. 그러나 정도가 높은 해석결과를 얻기 위해서는 수치해석에 큰 영향을 미치는 조절요인(항복함수선택, 해석증분수)과 두 가지 이상의 수치해석적 방법에 의하여 해석결과를 비교 분석하는 것이 필요하다.

흐르는 세제혼합액막에 의한 화학적 세척 메커니즘에 대한 연구 (A Study on Chemical Washing Mechanism by Flowing Film of Detergent/Water Solution)

  • 장충효;박찬열;송태호
    • 대한기계학회논문집B
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    • 제31권6호
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    • pp.499-506
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    • 2007
  • This study aims to propose evaluation methods of chemical washing performance and estimate the washing capability by flowing detergent/water solution for application to home appliances such as dishwashers. Standard pollutant is stearic acid. A numerical study is also tried using a SIMPLER code. Preliminary experiments are performed by varying the concentration and temperature of the solution. From the pre-experiments, 10 minute pre-curing time is found to be necessary to remove the stearic acid. Stoichiometric ratio and detergent consumption coefficient of reaction between the detergent and stearic are estimated following a proposed method. Washing experiments of pollutant to compare with the numerical results are performed. The relative errors between the experimental and the numerical results with pre-curing time included are less than 7%. In conclusion, important mechanisms of chemical washing are revealed and methods of predicting washing performance are well established.

사장교 거더와 주탑의 안정성 검토를 위한 ASD와 LRFD 설계법 비교 (Comparison of Stability Evaluation Methods using ASD and LRFD Codes for Girders and Towers of Steel Cable-Stayed Bridges)

  • 최동호;유훈
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.1001-1008
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    • 2006
  • The main objective of this paper is to compare economical effectiveness of typical methods for checking stability in principal components of steel cable-stayed bridges. Elastic and inelastic buckling analyses are carried out for frame-like numerical models of cable-stayed bridges. The axial-flexural interaction equations prescribed in AASHTO Allowable Stress Design (ASD) and AASHTO Load and Resistance Factor Design (LRFD) are used in order to check the stability of principal components. Parametric studies are performed for numerical models which have the center span length of 300m, 600m, 900m and l200m with different girder depths. Peak values of the interaction equations are calculated at the intersection point between girders and towers. These peak values are considered as a major factor to design of principal components of cable-stayed bridges. As a result, more economical design for girders and towers can be feasible using the inelastic buckling analysis. In addition, LRFD codes are more economical about 20% on the average than ASD codes for all numerical models of cable-stayed bridges.

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원판형 드래그펌프의 배기특성에 관한 연구 (A Study on the Pumping Performance of a Disk-type Drag Pump)

  • 황영규;허중식;최욱진
    • 대한기계학회논문집B
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    • 제24권6호
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    • pp.860-869
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    • 2000
  • Numerical and experimental investigations are performed for the molecular transition and slip flows in pumping channels of a disk-type drag pump. The flow occurring in the pumping channel develops from the molecular transition to the slip flow traveling downstream. Two different numerical methods are used in this analysis: the first one is a continuum approach in solving the Navier-Stokes equations with slip boundary conditions, and the second one is a stochastic approach through the use of the direct simulation Monte Carlo method. In the experimental study, the inlet pressures are measured for various outlet pressures in the range of 0.1{\sim}4Torr. From the present study, the numerical results of predicting the performance, obtained by both methods, agree well with the experimental data for the range of Knudsen number $Kn{\leq}0.1$ (i.e., the slip flow regime). But the results from the second method only agree with the experimental data for Kn>0.1(i.e., the molecular transition regime)