• 제목/요약/키워드: outer frame

검색결과 136건 처리시간 0.032초

충돌하중을 받는 빙해선박 단일 늑골 구조의 소성변형에 관한 연구 (On the Plastic Deformation of Polar-Class Ship's Single Frame Structures Subjected to Collision Loadings)

  • 민덕기;신동완;김신호;허영미;조상래
    • 대한조선학회논문집
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    • 제49권3호
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    • pp.232-238
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    • 2012
  • The effects of temperature on the structural behavior of polar class vessels have been experimentally and numerically investigated. Experiments were carried out on single frame structures made of steel material, DH36, which is used for outer shell of the vessels making transit through the polar region. A knife edge type striker was dropped down onto single frame structures. The temperatures of the single frames were set to $-30^{\circ}C$, $-50^{\circ}C$ and room temperature. The deflection around the mid-point of the single frame was measured and numerically simulated using finite element model. Strain rate effect on the structural behavior has been investigated and turned out that the strain rate effect can be neglected. From the results of the experiment and numerical analyses, it has been noticed that the permanent deflection at lower temperature was reduced due to a temperature hardening of material as expected.

Improvement of Condensation Performance in Corridor Type Apartment Door

  • Lee, Sungbok;Hwang, Hajin
    • Architectural research
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    • 제10권1호
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    • pp.33-39
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    • 2008
  • Condensation has mainly occurred in corridor type apartment door which is exposed to the outside air and is made of steel, which has high thermal conductivity. As a result, the total costs of repair have increased with the number of disputes with residents. In this study, therefore, we investigate materials and construction methods used in apartment door, perform a computer simulation to find out possible improvements, and then suggest the dew point to prevent the occurrence of condensation throughout simulation. The results indicate that the temperature that condensation does not occur is $15.4^{\circ}C$, and the optimum method of achieving this dew point is shown to be a door frame system including a large vertical slot to decrease the area of thermal conduction between the outer and inner portions of the door frame. Mock-up tests show that the surface temperature of the door frame was higher than the dew point, and the system can withstand severe cold conditions of $-20^{\circ}C$. In application test, the surface temperature of door frame with vertical slots is $5.9^{\circ}C$in average, which is higher than the existing door frame. Furthermore, in the temperature distribution of the surrounding door measured with infrared ray camera, the existing door shows the high temperature distribution indicating lack of insulation, but the improved door shows the low temperature distribution indicating higher insulation.

상용승용차 시트프레임 부품의 중량 최적화에 관한 연구 (A Study on the Weight Optimization for the Passenger Car Seat Frame Part)

  • 장인식;민병조
    • 한국자동차공학회논문집
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    • 제14권5호
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    • pp.155-163
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    • 2006
  • Car seat is one the most important element to make comfortable drivability. It can absorb the impact or vibration during driving state. In addition to those factors, it is needed to have enough strength for passenger safety. From energy efficiency and environmental point of view lighter passenger car seat frame becomes hot issue in the auto industry. In this paper, weight optimization methodology is investigated for commercial car seat frame using CAE. Optimized designs for seat frame are developed using commercially available finite element code(ANSYS) and design of experiment method. At first, car seat frame is modelled using 3-D computer aided design tool(CATIA) and simplified for finite element modelling. Finite element analysis is carried out for the case of FMVSS 202 Head Restraint test to check the strength of the original seat frame. Two base brackets are selected as optimized elements that are the heaviest parts in the seat frame. After finite element analysis for the brackets with similar load condition to the previous test optimization technique is applied for 10% to 50% weight reduction. Design of experiment is utilized to obtain optimization design for the bracket based on the modified 50% weight reduction model in which outer shape of the bracket is conserved. Weight optimization models result in the decrease of the strength in spite of weight reduction. The more design points should be considered to get better optimized model. The more advanced optimization technique may be utilized for more parts of the seat frame to increase whole seat frame characteristics in the future.

토큰링 네트워크가 상호 연결된 근거리 통신망에 관한 연구 (A Study on Interconnectioned LAN of Token Ring Network)

  • 이상훈;김경식;강준길
    • 한국통신학회논문지
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    • 제17권11호
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    • pp.1206-1218
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    • 1992
  • 토큰으로 매체 이용 자격을 부여하는 토큰링 시스템은 링 혹은 버스 구조의 LAN에서 매체 이용방법으로 흔히 이용되어 왔으며 이러한 시스템으로 모델링 될 수 있다. 이 시스템은 단순히 프레임을 저장하고 전송 조건에 해당되면 전송을 진행하는 브리지를 이용함으로써 단일 링들이 상호 연결된 멀티 토큰링 시스템으로 시스템 규모를 확장할 수 있다. 본 논문에서는 상호 연결된 토큰링 시스템의 전송성능을 분석하기 위하여 스테이션 큐에 도착하는 프레임들이 Poisson과정이고 각 도착 프레임의 길이가 서로 독립이며 동등한 일반 분포를 갖는 M/G/1 큐잉 시스템을 가정하여, 임의의 프레임이 목적지까지 전달에 영향을 미치는 해석적으로 조사하였다. 프레임 전송 지연시간에 영향을 미치는 요소는 임의의 시간으로 부터 토큰이 전송하는 스테이션까지 오는데 걸리는 시간, 전송 스테이션의 전송 시간부터 스테이션 내의 대상 프레임이 전송되기까지 소요되는 대기시간, 대상 프레임의 길이와 목적지까지 소요되는 시간의 합으로 주어지며, 외부링으로부터 내부링 브리지 큐까지. 그리고 외부링 브리지 큐로부터 목적 스테이션 까지의 시간에 대한 합으로 주어진다. 또한 전송지연시간에 미치는 파라미터들을 변화시킬때 전체 지연시간에 미치는 영향을 조사하였다. 그 결과 프레임 전송 지연시간에 상대적으로 큰 영향을 미치는 요소는 프레임의 평균 도착율이 크고 수신 스테이션이 타 외부링일 비율이 커질때이며, 이는 우선순위 서비스 방식의 이용 여부에 관계없이 지연 시간이 지수적 증가를 나타낸다. 이를 감소시키려면 외부링 스테이션의 수를 줄여 상대적으로 중추링의 스테이션 수를 증가시킴으로써 전체 지연시간을 줄일 수 있다.

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PSC 교량의 3차원 시공 중 해석기법을 위한 준적합 쉘 요소 개발 (Development of Quasi-Conforming Shell Element for the Three Dimensional Construction Stage Analysis of PSC Bridge)

  • 김기두;변윤주;김현기;롬보이;송삭;김영회
    • 한국전산구조공학회논문집
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    • 제20권3호
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    • pp.329-338
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    • 2007
  • PSC 박스 교량은 콘크리트, 철근과 텐던으로 구성된 구조물로서 콘크리트의 인장 균열, 철근의 비선형 거동 등 재료의 비선형성 거동 특성 및 콘크리트의 시간 의존적 특성을 가지고 있는 복합 구조물이다. PSC 박스 교량의 시공 중 거동 특성을 고려하기 위하여 뼈대 요소(프레임 요소)를 이용한 시공단계의 설계가 수행되고 있다. 그러나 PSC 박스 교량 중 곡선램프교 등의 경우는 교량의 외측 및 내측의 변위 및 응력 값이 현저히 다르다. 따라서 PSC 박스 교량의 텐던량 및 시공 중 긴장력이 외측 및 내측에서 다르게 산정되어야 함에도 불구하고 현실적으로는 계산이 불가능하여 같은 양의 텐던과 부적절한 긴장력을 사용하고 있어 시공 중 항상 안전사고에 노출되고 있다. 이러한 단점을 해결하기 위하여 3차원 해석이 필수적으로 요구되고 있으며 본 연구에서는 PSC 박스 교량의 해석 기법에 필요한 준 적합 쉘 요소를 제안하고자 한다.

창호일체형 태양열 집열기 (Window Integrated Solar Collectors)

  • 박성배;임성환;박만귀
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2009년도 춘계학술발표대회 논문집
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    • pp.61-65
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    • 2009
  • Window integrated solar collector is to simply install inside of the existing double glass window frame. Double glass window frame is consist of inner glass of Low-E coating and Silver coating, and outer glass of low iron reinforced glass. In order to secure natural lighting in a room, only 50% of window frame is covered with solar collectors. Solar absorption or transmission rate varies seasonally depending on sun angles. Part of inner glass where right behind of the solar plate is covered with silver coating to increase absorption rate of solar plate. The collector is made of a copper serpentine where aluminum fins are soldering. To improve the effect of insulation of inside of the window frame is recommend vacuum. As a result, we are making the 3th sample and will archieve below $F_RU_L=7.5W/m^2^{\circ}C$ that is the account of heat lossed, and above $F_R({\tau}{\alpha})=0.45$.

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초기압착력 설정을 위한 쐐기형 레일클램프의 창의적 설계 (Creative Design of the Wedge Type Rail Clamp to set the Initial Clamping Force)

  • 한동섭;김용;이성욱;한근조
    • 한국기계가공학회지
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    • 제6권3호
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    • pp.58-64
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    • 2007
  • The clamping force of a jaw pad is determined by the displacements of main part when two lockers are locked, after the clamping angle of a locker was set up in the wedge type rail clamp for a container crane. In this time, if the resistance of wedge frame generates due to several factors, the clamping angle of a locker to display the initial clamping force will be changed because of the reduction of displacement of extension bar. This resistance is determined by the eccentric distance between the roller and the wedge, and by the gap between the wedge frame and outer frame. In this study we measured the tensile force of both extension bar through the performance test of the prototype rail clamp in order to evaluate the effect of the resistance of wedge frame on the clamping force of the wedge type rail clamp.

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진동형 마이크로 자이로스코프의 각속도 주파수 동역학적 모델의 도출 및 성능 해석 (Performance Analysis of a Vibrating Microgyroscope using Angular Rate Dynamic Model)

  • 홍윤식;이종현;김수현
    • 한국정밀공학회지
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    • 제18권1호
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    • pp.89-97
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    • 2001
  • A microgyroscope, which vibrates in two orthogonal axes on the substrate plane, is designed and fabricated. The shuttle mass of the vibrating gyroscope consists of two parts. The one is outer shuttle mass which vibrates in driving mode guided by four folded springs attached to anchors. And the other is inner shuttle mass which vibrates in driving mode as the outer frame does and also can vibrate in sensing mode guided by four folded springs attached to the outer shuttle mass. Due to the directions of vibrating mode, it is possible to fabricate the gyroscope with simplified process by using polysilicon on insulator structure. Fabrication processes of the microgyroscope are composed of anisotropic silicon etching by RIE, gas-phase etching (GPE) of the buried sacrificial oxide layer, metal electrode formation. An eletromechanical model of the vibrating microgyroscope was modeled and bandwidth characteristics of the gyroscope operates at DC 4V and AC 0.1V in a vacuum chamber of 100mtorr. The detection circuit consists of a discrete sense amplifier and a noise canceling circuit. Using the evaluated electromechanical model, an operating condition for high performance of the gyroscope is obtained.

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Wind-induced vibration fragility of outer-attached tower crane to super-tall buildings: A case study

  • Lu, Yi;Zhang, Luo;He, Zheng;Feng, Fan;Pan, Feng
    • Wind and Structures
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    • 제32권5호
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    • pp.405-421
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    • 2021
  • To gain insight into the wind-induced safety concerns associated with attached tower cranes during the construction of super-tall buildings, a 606 m level frame-core tube super-tall building is selected to investigate the wind-induced vibration response and fragility of an outer-attached tower crane at all stages of construction. The wind velocity time history samples are artificially generated and used to perform dynamic response analyses of the crane to observe the effects of wind velocity and wind direction under its working and non-working resting state. The adverse effects of the relative displacement response at different connection supports are also identified. The wind-resistant fragility curves of the crane are obtained by introducing the concept of incremental dynamic analysis. The results from the investigation indicate that a large relative displacement between the supports can substantially amplify the response of the crane at high levels. Such an effect becomes more serious when the lifting arm is perpendicular to the plane of the connection supports. The flexibility of super-tall buildings should be considered in the design of outer-attached tower cranes, especially for anchorage systems. Fragility analysis can be used to specify the maximum appropriate height of the tower crane for each performance level.

Active Disturbance Rejection Control for Single-Phase PWM Rectifier with Current Decoupling Control

  • Yan, Ruitao;Wang, Ping
    • Journal of Electrical Engineering and Technology
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    • 제13권6호
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    • pp.2354-2363
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    • 2018
  • This paper proposed a novel double closed control strategy for single-phase voltage source pulse width modulation (PWM) rectifier based on active disturbance rejection control (ADRC) and dq current decoupling control. First, the mathematical model of the single-phase PWM rectifier in the d-q axis synchronous rotating reference frame is established by constructing a virtual component using a second-order generalized integrator (SOGI). Then, the mathematical model is simplified according to the active power conservation, and the first-order equation of single-phase PWM rectifier voltage outer loop is acquired. A linear auto-disturbance rejection controller is used to design the voltage outer loop according to the first-order equation. Finally, the proposed control strategy and the traditional PI control are compared and verified by simulation and physical experiments. Both simulation and experimental results confirm that the proposed control strategy has excellent dynamic performance and strong rejection ability to disturbances.