• 제목/요약/키워드: FDM analysis

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보강사면의 안정해석을 위한 수치해석방법의 특성에 관한 연구 (Study on Characteristics of Numerical Analysis Method for Stability Analysis of Reinforced Slope)

  • 김준석;김주용
    • 한국지반신소재학회논문집
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    • 제8권3호
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    • pp.17-23
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    • 2009
  • 보강사면안정 문제에 널리 이용되는 절편법은 사용이 간편하고 계산시간이 짧다는 장점이 있으나, 각 절편들 사이에 작용하는 힘에 대한 가정에 따라 여러 가지 방법으로 분류되며, 그 결과 또한 다르게 나오는 단점이 있다. 본 논문에서는 이러한 문제에 대한 해결방안의 하나로 제시된 수치해석을 이용한 사면의 안정해석기법인 강도감소법과 응력장을 이용한 안정해석법을 원리 및 적용성을 살펴보고 간단한 사례를 통한 특징을 고찰하였다.

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한계평형해석(LEM), 유한차분법(FDM) 및 유한요소법(FEM)을 이용한 사면안정해석 (Limit Equilibrium, Finite Difference, and Finite Element Analysis of Slopes)

  • 전상수;이충호;오미희;강상욱;;김두섭
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.199-206
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    • 2005
  • Engineers have performed slope stability analyses, including Limit Equilibrium Analysis, Finite Difference Analysis and Finite Element Analysis. Each analysis results in different Factor of Safety(FS) for slopes. The comparison of FS results from these stability analyses has been carried out for various conditions, such as geometry of slopes, dry and fully saturated soils, nail and anchor reinforcements. Standard deviations of FS calculated from various slope analyses are 0.03 to 0.04 and 0.22 to 0.48 for the slopes without and with nail or anchor reinforcement, respectively. Construction of tiered concrete retaining wall in addition to nail or anchor reinforcement increases FS of 12% to 29% for fully saturated soils.

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FDM을 이용한 MT 탐사의 3차원 모형 반응 연구 (An Interpretive Analysis of Magnetotelluric Response for a Three-dimensional Body Using FDM)

  • 한누리;이성곤;송윤호;서정희
    • 지구물리와물리탐사
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    • 제7권2호
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    • pp.136-147
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    • 2004
  • 본 논문에서는 자기지전류 탐사법에 대한 3차원 이상체의 모형 반응 결과를 분석하였다. 분석에 이용된 3차원 모형은 비전도성 배경 매질 내에 전도성 고립이상체가 존재하는 모형과, 같은 모형에 전도성 표토층을 추가한 모형이다. 지하의 전도성 이상체에 의한 겉보기 전기비저항 이상에는 뚜렷한 주파수 의존성이 존재하며, 이는 이상체 주변에 발생되는 전류 집중 및 유도 전류 거동의 주파수 의존성 때문이다. 지표에서 tipper와 induction vector의 반응에도 뚜렷한 주파수 의존성이 존재하였으며, 그 외에도 tipper와 induction vector의 반응은 이상체의 위치와 직접적인 연관성이 존재하였다. 또한, 2차원 탐사를 가정하여 한 측선에서 겉보기 전기비저항과 위상, induction vector를 분석하면, 3차원 이상체의 존재 여부 및 위치 파악에 도움을 줄 것으로 판단되었다. 전도성 표토층을 추가한 모형의 반응은 대체적으로 고립이상체 모형의 반응과 비슷한 양상을 나타내었지만, 전도성 표토층의 영향으로 이상체에 의한 반응의 크기가 감소하였으며, 이상체의 영향이 나타나는 영역도 크게 감소하였다. 위와 같이 본 연구에서 논의된 3차원 모형 반응에 대한 분석 결과 및 그 방법은 지하 구조의 3차원 반응의 이해와 MT 탐사 자료의 해석에 효과적인 지침이 될 것으로 생각된다.

역류방지 체크밸브의 응고해석 특성 (Solidification Analysis Characteristics of Back Flow Prevention Check Valve)

  • 윤정인;문정현;손창효;이정진
    • 동력기계공학회지
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    • 제19권3호
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    • pp.69-74
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    • 2015
  • Check valves used in vessels include shock-release function on piping system, aside from basic back flow prevention. However, proper and enough protection of system is not obtainable due to use of high-pressure and bulk fluids, resulting from enlargement of vessels. In this study, casting analysis of check valves protecting systems in flow path from water hammering or back flow is conducted, using Z-CAST program. Also, molten metal filling, flow analysis, solidification analysis and shrinkage cavity analysis are conducted. The main results are as following. Regarding filling of each risering, molten metal showed stable supply condition without being isolated. It was identified that the final solidification exists on risering, but shrinkage cavity possibly might happens at the point of isolation solidification.

등가하중법을 이용한 비선형 반응 구조최적설계 사례연구 (Case Studies of Nonlinear Response Structural Optimization Using Equivalent Loads)

  • 김용일;박경진
    • 대한기계학회논문집A
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    • 제31권11호
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    • pp.1059-1068
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    • 2007
  • Nonlinear response structural optimization is performed using equivalent loads (NROEL). Nonlinear response optimization is extremely cost because many nonlinear analyses are required. In NROEL, the external loads are transformed to the equivalent loads (EL) for linear static analysis and linear response optimization is carried out based on the EL in a cyclic manner until the convergence criteria are satisfied. EL is the load set which generates the same response field of linear analysis as that of nonlinear analysis. The primitive from of theory has been published. In this research, the theory is investigated with large scale example problems. Four examples are solved by using NROEL. Conventional optimization with sensitivity analysis using the finite difference method (FDM) is also applied to the same examples. Moreover, response surface optimization method is applied to the last two examples. The results of the optimizations are compared. In nonlinear response optimization of large scale problems, hundreds (or even thousands) of nonlinear analyses are expected to satisfy the convergence criteria. However, in nonlinear response optimization using equivalent loads, only tens of nonlinear analyses are required. The results are discussed and the usefulness of NROEL is presented.

Numerical study of performance of soil-steel bridge during soil backfilling

  • Beben, Damian
    • Structural Engineering and Mechanics
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    • 제42권4호
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    • pp.571-587
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    • 2012
  • This paper presents results of a numerical analysis performed on a corrugated steel plate (CSP) bridge during a backfilling process. The analysed bridge structure was a box culvert having a span of 12315 mm as well as a clear height of 3550 mm. Obtained calculation results were compared with the experimental ones. The paper is presented with the application of the Fast Lagrangian Analysis of Continua (FLAC) program based on the finite differences method (FDM) to determine behaviour of the soil-steel bridge structure during backfilling. The assumptions of a computational 2D model of soil-steel structure with a non-linear interface layer are described. Parametric analysis of the interface element is also given in order to receive the most realistic calculation results. The method based on this computational model may be used with large success to design calculations of this specific type of structure instead of the conventional and fairly inaccurate analytical methods. The conclusions drawn from such analysis can be helpful mostly for the assessment of the behaviour of steel-soil bridge structures under loads of backfilling. In consideration of an even more frequent application of this type of structure, conclusions from the conducted analysis can be generalized to a whole class of similar structural bridge solutions.

연료 전지용 터보 익스펜더의 공기 포일 베어링에 대한 연구 (Study on the Air Foil Bearings of the Turbo-Expander for Fuel Cell System)

  • 이용복;박동진;김창호
    • Tribology and Lubricants
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    • 제21권3호
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    • pp.114-121
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    • 2005
  • As fuel cell system is environmental friendly generator, its performance depends on its air supply system. Because, fuel cell stack generates electrical energy by electron and the electron is generated by reacting between air and hydrogen. So, more and more compressed air is supplied, more and more the energy can be obtained. In this study, turbo-expander supported by air foil bearing is introduced as the air supply system used by fuel cell systems. The turbo-expander is a turbo machine which operates at high speed, so air foil bearings suit its purpose for the bearing elements. Analysis for confirming the stability and endurance is conducted. Based on FDM and Newton-Raphson method, characteristics of air foil bearing, dynamic coefficients, pressure field and load capacity, are obtained. Using the characteristics of air foil bearing, the rotordynamic analysis is performed by finite element method. The analysis (stability analysis and critical speed map) shows that turbo-expander is stability at running speed. After the analysis, the test process and results are presented. The goals of test are running up to 90,000 RPM, flow rate of 150 $m^3/h$ and pressure ratio of 1.15. The test results show that the aerodynamic performance and stability of turbo-expander are satisfied to the primary goals.

플라스틱 V-벨트 풀리 설계 및 시작품 제작에 관한 연구 (A Study on the Product Design and Prototype Manufacturing of a Plastic V-Belt Pulley)

  • 손태일;임재규;김형종
    • 산업기술연구
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    • 제21권B호
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    • pp.281-286
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    • 2001
  • In this study, product design and prototype manufacturing of a plastic water-pump pulley has been tried. The designed model is supposed to be made of 33 % glass reinforced resin of which the tensile strength is 180 MPa, and has 24 ribs on each side to increase its structural strength. Structural analysis under a static load of 300 kgf acting on both edges of the belt has been carried out using a commercial finite element code, MARC. The analysis result showed the maximum effective stress near a rib of designed model would be at most 35 MPa (less than 20% of the tensile strength), therefore, the plastic product would be sufficiently safe under that loading condition. On the basis of the structural analysis, a prototype of the designed model has been manufactured by using the fused deposition modelling (FDM) method which is one of the rapid prototyping (RP) methods, using ABS resin and support materials. The CAD data exported to the RP system in STL format was prepared by a commercial solid modeling software, SolidWorks. It has been proved that the plastic pulley can successfully replace the existing flow-formed steel product.

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상분리 모선의 자계 및 와전류 특성 해석 (Analysis of the Magnetic Field and Eddy Current Characteristics in Isolated Phase Bus System)

  • 김진수;하덕용;최승길;강형부
    • 대한전기학회논문지:전기물성ㆍ응용부문C
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    • 제50권10호
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    • pp.509-516
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    • 2001
  • Isolated phase bus(IPS) has a special structure for carrying large current generated by a generator to a main transformer. In the analysis of IPB, the understanding of the magnetic field distribution generated by large current is important. Especially, while the bus conductor current is flowing, almost same amount of current as bus conductor current is induced in the enclosures under the influence of time varying magnetic field, and therefore the large electric loss and the deterioration of insulating capability might occur due to Joule heating effect. Hence for the optimal design of IPB satisfying the condition to minimize the loss, the accurate analysis of magnetic field distribution and the eddy current characteristics of three phase isolated phase bus have been investigated. In the analysis of time varying magnetic field, instead of finite difference method(FDM) which is generally used, finite element method with phasor concept is investigated under the assumption that the bus current is purely sinusoidal. The characteristics is studied along the phase angle by comparing the effect of eddy current on the magnetic field distribution with the case that eddy current is not considered, and also the effect of material, thickness and radius of enclosure on the eddy current distribution is discussed.

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핵 융합로 제1벽의 냉각성능에 관한 수치해석적 연구 (Numerical analysis of the cooling effects for the first wall of fusion reactor)

  • 정인수;황영규
    • 설비공학논문집
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    • 제11권1호
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    • pp.18-30
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    • 1999
  • A heat transfer analysis for the two-dimensional (2-D) steady state using finite difference method (FDM) is performed to predict the thermal behavior of the primary first-wall (FW) system of fusion reactor under various geometric and thermo-hydraulic conditions, such as the beryllium (Be) armor thickness, pitch of cooling tube, and coolant velocity. The FW consists of authentic steel (type 316 stainless steel solution annealed) for cooling tubes, Cu for cooling tubes embedding material, and Be for a protective armor, based on the International Thermonuclear Experiment Reactor (ITER) report. The present 2-D analysis, the control volume discretized with hybrid grid (rectangular grid and polar grid) and Gauss-Seidel iteration method are adapted to solve the governing equations. In the present study, geometric and thermo-hydraulic parameters are optimized with consideration of several limitations. Consequently, it is suggested that the adequate pitch of cooling tube is 22-32mm, the beryllium armor thickness is 10-12mm, and that the coolant velocity is 4.5m/s-6m/s for $100^{\circ}C$ of inlet coolant temperature. The cooling tube should locate near beryllium armor. But, it would be better for locating the center of Cu wall, considering problems of material and manufacturing. Also, 2-D analysis neglecting the axial temperature distribution of cooling tube is appropriate, regarding the discretization error in axial direction.

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