• 제목/요약/키워드: Allowable load

검색결과 507건 처리시간 0.025초

직결궤도 체결구 하부에 발생한 단차가 차량/궤도 상호작용에 미치는 영향 (The Effect of Gaps in Concrete Bearing Surface of Direct Fixation Track on Vehicle and Track Interaction)

  • 양신추;김은
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.50-57
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    • 2010
  • Various installation faults may lie in fasteners in the construction of a direct-fixation track by the top-down method. At an extreme, they may cause excessive interaction between the train and track, compromise the running safety of the train, and cause damage to the track components. Therefore, the faults need to be kept within the allowable level through an investigation of their effects on the interactions between the train and track. In this study, the vertical dynamic stiffness of fasteners in installation faults was measured based on the dynamic stiffness test by means of an experimental apparatus that was devised to feasibly reproduce gap faults. This study proposes an effective analytical model for a train-track interaction system in which most elements, except the nonlinear wheel-rail contact and some components that behave bi-linearly, exhibit linear behavior. To investigate the effect of the behavior of fasteners in gap faults in a direct-fixation track on the vehicle and track, vehicle-track interaction analyses were carried out, targeting key review parameters such as the wheel load reduction factor, vertical rail displacement, rail bending stress, and mean stress of the elastomer. From the results, it was noted that the gap faults in the concrete bearing surface of a direct-fixation track need to be limited for the sake of the long-term durability of the elastomer than for the running safety of the train or the structural safety of the track.

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단독주택 태양광 발전과 냉방수요를 반영한 전력 최적운용 전략 연구 (Study on Optimal Control Algorithm of Electricity Use in a Single Family House Model Reflecting PV Power Generation and Cooling Demand)

  • 서정아;신영기;이경호
    • 설비공학논문집
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    • 제28권10호
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    • pp.381-386
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    • 2016
  • An optimization algorithm is developed based on a simulation case of a single family house model equipped with PV arrays. To increase the nationwide use of PV power generation facilities, a market-competitive electricity price needs to be introduced, which is determined based on the time of use. In this study, quadratic programming optimization was applied to minimize the electricity bill while maintaining the indoor temperature within allowable error bounds. For optimization, it is assumed that the weather and electricity demand are predicted. An EnergyPlus-based house model was approximated by using an equivalent RC circuit model for application as a linear constraint to the optimization. Based on the RC model, model predictive control was applied to the management of the cooling load and electricity for the first week of August. The result shows that more than 25% of electricity consumed for cooling can be saved by allowing excursions of temperature error within an affordable range. In addition, profit can be made by reselling electricity to the main grid energy supplier during peak hours.

원자력발전소의 Main Control Boards에 대한 내진 해석 (Seismic Analysis of the Main Control Boards for Nuclear Power Plant)

  • Byeon, Hoon-Seok;Lee, Joon-Keun;Kim, Jin-Young
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2001년도 추계학술대회논문집 I
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    • pp.498-498
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    • 2001
  • Seismic qualification of the Main Control Boards for nuclear power plants has been performed with the guideline of AS ME Section III. US NRC Reg. Guide and IEEE 344 code. The analysis model of the Main Control Boards is consist of beam. shell and mass element by using the finite element method. and, at the same time. the excitation forces and other operating loads for each model are encompassed with respect to different loading conditions. As the fundamental frequencies of the structure are found to be less than 33Hz. which is the upper frequency limit of the seismic load, the response spectrum analysis using ANSYS is performed in order to combine the modal stresses within the frequency limit. In order to confirm the structural and functional integrity of the major components, modal analysis theory is adopted to derive the required response spectrum at the component locations. As all the combined stresses obtained from the above procedures are less than allowable stresses and no mechanical or electrical failures are found from the seismic testing, it concludes the Main Control Boards is dynamically qualified for seismic conditions. Although the authors had confirmed the structural and functional integrity of both Main Control Boards and all the component, in this paper only the seismic analysis of the Main Control Board is introduced.

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핵연료 조사시험용 캡슐 구조물의 좌굴 및 진동특성 (Buckling and Vibration Characteristics of the Capsule for Nuclear Fuel Irradiation Test)

  • 강영환;김봉구;류정수;김영진;최명환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 춘계학술대회논문집
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    • pp.125-130
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    • 2004
  • The vibration and buckling characteristics of the capsule for fuel irradiation test are studied. The natural frequencies of the capsule in air and under water are obtained by modal testing and finite element(FE) analysis using ANSYS program, and accelerations with flow are measured to estimate the compatibility with the operation requirement of the HANARO reactor. The experimental fundamental frequency of the capsule in the x and z direction is 8.5Hz and 8.75Hz in air, and 7.5Hz and 7.75Hz under water, respectively. The maximum amplitude of accelerations under the normal operating condition is measured as 11.0m/s$^2$ that is within the allowable vibrational limit(18.99m/s$^2$) of the reactor structure. Also, the maximum displacement at 100% flow is calculated as 0.13mm which is not interference with other nearby structures. FE analysis results show that the natural frequencies are found to be similar to those of the modal testing when three supporting parts are considered as simply supported conditions. From the buckling analysis, when the loading tool is applied, the critical buckling load of the capsule is 233N.

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보강토 교대 옹벽의 장기 거동에 대한 수치 모델링 (Numerical Modeling of Long-Term Behavior of Geosynthetic Reinforced Soil Wall used in Bridge Abutment)

  • 유충식
    • 한국지반신소재학회논문집
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    • 제10권4호
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    • pp.105-112
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    • 2011
  • 본 논문에서는 지속하중이 작용하는 보강토 구조물의 시간의존적 장기거동에 관한 수치 모델링 기법을 다루었다. 먼저 Power Law 기반의 크리프 모델을 이용하여 지오그리드와 뒤채움흙의 크리프 거동의 모델링에 대한 적용성을 검토 하였으며 나아가 보강토 교대 구조물의 장기 거동에 대한 해석에 적용하였다. 그 결과 Power Law 기반의 크리프 모델은 지오그리드와 뒤채움흙으로 구성되는 보강토 교대 구조물에 지속하중 작용시 발생하는 크리프 변형을 적절히 모사할 수 있는 것으로 검토되었으며 크리프 변형이 발생할 수 있는 뒤채움흙을 사용하는 경우 교대 벽체 및 상판기초에 허용치를 초과하는 변위가 발생할 수 있는 것으로 검토되었다. 본 연구에서 얻어진 결과의 실무적 적용 방안에 대한 내용을 기술하였다.

마이크로 유전자 알고리즘을 이용한 외부 수압을 받는 필라멘트 와인딩 복합재 원통의 최적 설계 (Optimal Design of Filament Wound Composite Cylinders under External Hydrostatic Pressure using a Micro-Genetic Algorithm)

  • 문철진;권진회;최진호
    • Composites Research
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    • 제23권4호
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    • pp.14-20
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    • 2010
  • 본 연구에서는 마이크로 유전자 알고리즘을 이용하여 외부 수압을 받는 필라멘트 와인딩 복합재 원통의 최적설계를 수행하였다. 목적함수는 파손하중과 좌굴하중을 동시에 고려하여 설계하중을 최대화하는 것이다. 좌굴 및 파손해석은 MSC.NASTRAN을 이용하였고, Carroll의 공개된 마이크로 유전자 알고리즘에 기초한 최적화작업을 수행하였다. 설계변수로는 헬리컬(helical) 와인딩 각도와 후프(hoop) 와인딩 층의 두께비가 고려되었다. 본 연구를 통해 마이크로 유전자 알고리즘을 이용하여 다양한 형상을 갖는 필라멘트 와인딩 복합재 원통의 좌굴 및 파손하중 최적화가 가능함을 확인하였고, 제안된 알고리즘이 일반 유전자 알고리즘과 비교해서도 높은 효율을 보였다.

KSNP+ 원자로덮개 5.5m 수직 낙하 시 원자로내부구조물 건전성 평가 (Evaluation of Reactor Internals Integrity due to 5.5m Concentric Free Fall of KSNP+ Reactor Vessel Closure Head)

  • 남궁인;정승하;이대희;최택상
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1358-1363
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    • 2003
  • Due to the application of Integrated Head Assembly (IHA) in KSNP+ reactor design, an investigation of reactor internals integrity is carried out to assure that the adoption of IHA does not affect the safety of reactor operation. One of the postulated accident events is the R.V. closure head fall from 5.5m high directly above the reactor vessel that may occur during the refueling operation. The analysis model consists of lumped mass elements of the entire reactor vessel and internals. Because of extreme load, separate elastic-plastic analyses are done for the members that undergo plastic deformation. The analysis verified that the stresses of the reactor internals and the fuel assemblies are within the bound of allowable stress limits and the integrity of the fuel assemblies is maintained.

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항공기용 카본/에폭시 비행조종 장치의 기계적 특성에 관한 연구 (Mechanical Characteristics of Carbon/Epoxy Composite for Aircraft Control System)

  • 조치룡;김현수;김광수
    • Composites Research
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    • 제12권1호
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    • pp.19-27
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    • 1999
  • 항공기 비행조종장치의 설계와 구조해석을 위해 카본/에폭시 복합재 적층판에 대한 설계개발시험을 수행하였다. 설계개발시험으로 수분흡수시험, 인장, 압축, 베어링, 접합전단시험을 수행하였다. 수분흡수시험을 수행하여 섬유배양에 따른 흡습거동을 관찰하고, 무흡습과 고온·고습하에서의 기계적 특성치를 비교하였다. 인장시험에서는 복합재의 파손에 영향을 미치는 표면 긁힘, 충격 등의 운용손상 요인을 적용하였고, 베어링시험에서는 볼트의 종류와 결합형태를 달리하여 베어링강도를 비교하였다. 설계개발시험을 통해 환경하중배가계수 및 설계허용치를 획득하였으며, 이를 비행조종장치 구조물의 인증시험에 대한 설계변수로 사용하였다.

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연직하중을 받는 콘크리트충전 원형강관기둥의 접합부 내력에 관한 연구 (A Study on the Strength and Stiffness of the Concrete Filled Circular Tube Beam to Column Connections under the Gravity Loads)

  • 이명우;최성모;김동규
    • 한국강구조학회 논문집
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    • 제9권4호통권33호
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    • pp.611-623
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    • 1997
  • 연직하중을 받는 콘크리트충전 원형강관기둥 외다이아프램 접합부의 거동을 파악하고자 실험을 통하여 그 내력을 평가하고 각 변수에 따른 영향도를 분석하였다. 이를 위해 다층골조의 보-기둥을 실물크기 1/4규모로 모델화시켜 총 20개의 실험체를 제작하였으며 스티프너 보강유무, 스티프너 폭, 강관두께, 강관과 스티프너의 용접유무 등을 주요변수로 두어 본 연구를 수행하였다.

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스프링부착 금형을 가진 다단 축대칭 단조공정의 유한요소해석-단조시뮬레이터 공정적용 사례(3) (Finite Element Analysis of a Multi-Stage Axisymmetric Forging Process Having A Spring-Attached Die)

  • 전만수;이석원;정재헌
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1996년도 춘계학술대회논문집
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    • pp.93-100
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    • 1996
  • In this paper, a computer simulationtechnique for the forging process having a spring-attached die was presented . The penalty rigid-thermoviscoplastic finite element method was empolyed together with an interatively force-balancing method, in which the convergence was achieved when the forming load and the spring reaction force are in equilibrium within the user-specified allowable accuracy. The force balance was controled by adjusting the velocity of the spring-attched die. th minimize the number of internations, a velocity estimating schemewas proposed. Two application examples found in the related company were given. In the first application example, the predicted metal folw lines were compared with the acturally forged ones. in the second example, a hot forging process with a spring-attached die was simulated and the analyzed results were discussed in order to investigated the effects of spring-attached dies on the metal flow lines and the forming loads.

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