• 제목/요약/키워드: Energy-absorbing pipe

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감충성능을 갖는 슬라이딩 지주의 에너지흡수장치 개발 (Development of an Energy-Absorbing Device for a Crashworthy Sliding Post)

  • 노민형;장대영;이성수;한기장
    • 대한토목학회논문집
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    • 제40권5호
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    • pp.445-454
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    • 2020
  • 차량과 충돌 시 분리되지 않는 감충형 슬라이딩 지주는 충돌 초기에 차량과 일체로 되어 강체운동을 한다. 이때 차량의 선형모멘텀이 지주에 전달되면서 차량의 1차 감속을 이루고 이어서 가이드레일 아래에 설치된 Energy-Absorbing Pipe (EAP)가 찌그러지면서 나머지 충돌에너지를 흡수하여 2차 감속을 이룬다. 따라서 EAP는 슬라이딩 지주의 핵심요소이고 그 크기는 지주기초 안에 설치될 수 있어야 한다. 본 논문은 국내 편 지식 표지판에 많이 사용되는 지주와 베이스구조를 합하여 총 507 kg의 무게를 갖는 감충형 슬라이딩 지주에 사용하기 위한 EAP의 개발에 관한 것이다. LS-DYNA프로그램을 이용한 충돌해석을 통하여 EAP구조를 설계하고 실차충돌실험을 통하여 감충성능을 평가하는 과정을 상세히 설명하였다. 본 연구를 통하여 제시된 EAP는 최소 0.9 ton-60 km/h에서 최대 1.3 ton-80 km/h 충돌에 대한 감충성능을 발휘하고 기초길이가 2.7 m 이하로 제약될 때 활용될 수 있다.

Assessment of cyclic behavior of chevron bracing frame system equipped with multi-pipe dampers

  • Behzadfar, Behnam;Maleki, Ahmad;Yaghin, Mohammad Ali Lotfollahi
    • Earthquakes and Structures
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    • 제19권4호
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    • pp.303-313
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    • 2020
  • Spacious experimental and numerical investigation has been conducted by researchers to increase the ductility and energy dissipation of concentrically braced frames. One of the most widely used strategies for increasing ductility and energy dissiption, is the use of energy-absorbing systems. In this regard, the cyclic behavior of a chevron bracing frame system equipped with multi-pipe dampers (CBF-MPD) was investigated through finite element method. The purpose of this study was to evaluate and improve the behavior of the CBF using MPDs. Three-dimensional models of the chevron brace frame were developed via nonlinear finite element method using ABAQUS software. Finite element models included the chevron brace frame and the chevron brace frame equipped with multi-pipe dampers. The chevron brace frame model was selected as the base model for comparing and evaluating the effects of multi-tube dampers. Finite element models were then analyzed under cyclic loading and nonlinear static methods. Validation of the results of the finite element method was performed against the test results. In parametric studies, the influence of the diameter parameter to the thickness (D/t) ratio of the pipe dampers was investigated. The results indicated that the shear capacity of the pipe damper has a significant influence on determining the bracing behavior. Also, the results show that the corresponding displacement with the maximum force in the CBF-MPD compared to the CBF, increased by an average of 2.72 equal. Also, the proper choice for the dimensions of the pipe dampers increased the ductility and energy absorption of the chevron brace frame.

주증기 배관 헤더의 압력맥동에 대한 분기 배관의 고진동 대책 (Countermeasure on High Vibration of Branch Pipe with Pressure Pulsation Transmitted from Main Steam Header)

  • 김연환;배용채;이영신
    • 한국소음진동공학회논문집
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    • 제15권8호
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    • pp.988-995
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    • 2005
  • Vibration has been severly increased at the branch pipe of main steam header since the commercial operation of nuclear power plant. Intense broad band disturbance flow at the discontinuous region such as elbow, valve, and header generates the acoustical pulsation which is propagated through the piping system. The pulsation becomes the source of low frequency vibration at piping system. If it coincide with natural frequency of the pipe system, excessive vibration is made. High level vibration due to the pressure pulsation related to high dynamic stress, and ultimately, to failure probability affects fatally the reliability and confidence of plant piping system. This paper discusses vibration effect for the branch pipe system due to acoustical pulsations by broad band disturbance flow at the large main steam header in 700 MW nuclear power plant. The exciting sources and response of the piping system are investigated by using on-site measurements and analytical approaches. It is identified that excessive vibration is caused by acoustical pulsations of 1.3 Hz, 4.4 Hz and 6.6 Hz transmitted from main steam balance header, which are coincided with fundamental natural frequencies of the piping structure. The energy absorbing restraints with additional stiffness and damping factor were installed to reduce excessive vibration.

주증기 배관 헤더의 맥동이 분기 배관에 미치는 영향 (Vibration Effect for Branch Pipe System due to Main Steam Header Pulsation)

  • 김연환;배용채;이현
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 춘계학술대회논문집
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    • pp.780-785
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    • 2005
  • Vibration has been severly increased at the branch pipe of main steam header since the commercial operation of a nuclear power plant. Intense broad band disturbance flow at the discontinuous region such as elbow, valve or heather generates the acoustical pulsation which is propagated through the piping system. The pulsation becomes the source of low frequency vibration at piping system. If it coincide with natural frequency of the pipe system, excessive vibration is made. High level vibration due to the pressure pulsation related to high dynamic stress, and ultimately, to failure probability affects fatally the reliability and confidence of plant piping system. This paper discusses vibration effect for the branch pipe system due to acoustical pulsations by broad band disturbance flow at the large main steam header in 7nn nuclear power plant. The exciting sources and response or the piping system are investigated by using on site measurements and analytical approaches. It is identified that excessive vibration is caused by acoustical pulsations of 1.3Hz, 4.4Hz and 6.6Hz transferred from main steam header, which are coincided with fundamental natural frequencies of the piping structure. The energy absorbing restraints with additional stiffness were installed to reduce excessive vibration.

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분기관의 자동제어를 통한 조석수조의 설계 (Design of Tidal Basin Using Automatically Controlled Manifold System)

  • 전인식;오영민;이달수
    • 한국해안해양공학회지
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    • 제6권4호
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    • pp.327-334
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    • 1994
  • 실험실 수조에서 조석 및 조류를 발생시키기 위해서는 수조내에 흐름의 분출부와 흡입부를 적절히 설치해야 한다. 분기관은 관수로 측면에 설치된 다수의 구멍을 통하여 관내ㆍ외 압력차에 의해 물을 분출 또는 흡입하는 장치이다. 수조 폭에 따라 균등한 단위폭당 유량을 발생시키기 위해서는 각 구멍의 크기를 적절히 결정해야 하며 이를 위해서는 공급류량, 공급수두, 수두손실, 구멍에서의 분출 및 흡입류량 등의 수리특성을 파악하여야 한다. 본 연구에서는 에너지 방정식과 연속방정식으로부터 비롯되는 비선형 연립방정식을 구성하고 Newton 해법을 적용하여 분출 및 흡입분기관의 수리특성을 파악하였다. 아울러, 자동제어 밸브가 부착된 분기관이 수조폭에 걸쳐 일정한 유량을 유지해야하는 조석수조에 효과적으로 사용될 수 있음을 확인하였다.

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태양열과 지열을 이용한 난방용 공기순환시스템 기초연구 - 태양열을 이용한 트롬월식의 축열성능 중심으로 - (A Basic Study on the Air Circulation System for Heating using Solar and Geothermal Heat - Focused on Trombe Wall Thermal Storage Performance using Solar Heat -)

  • 김병윤;최용석
    • 한국농촌건축학회논문집
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    • 제19권4호
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    • pp.49-56
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    • 2017
  • Each country in the world currently concentrates on shifting into clean energy, which can be alternative energy, for global environment protection and solution to the problem of fossil fuel depletion. The Korean government is predicted to develop renewable energy, such as solar power, ground power, and offshore wind power, and to increase their supply ratios by ending the use of coals and nuclear power plants. This study conducted experiments on thermal storage performance of Trombe wall thermal storage materials using solar power and simulations in order to offer baseline data for the development of a hybrid air circulation system for heating that can maximize efficiency by simultaneously using solar and geothermal power. The study results are as follows: (1) In all the specimens with 3m, 5m, and 7m in the length of thermal storage pipe, $5.7^{\circ}C$, $7.8^{\circ}C$, and $10.5^{\circ}C$ rose, respectively, as the thermal storage effect of the specimens attaching insulation film and black tape to the general funnel. They were most excellent in terms of thermal storage effect. (2) As a result of thermal performance evaluation on the II type specimens, II-3 ($7.8^{\circ}C$ rise) > II-4 ($5.3^{\circ}C$ rise) > II-1 ($3.9^{\circ}C$ rise) > II-2 ($2.3^{\circ}C$ rise) was revealed, and thus II-3 (insulation film + black tape) was most effective as shown in the I type. (3) This study analyzed air current and temperature distribution inside of the greenhouse by linking actually measured values and simulation interpretation results through the interpretation of CFD (computational fluid dynamics). As a result, the parts absorbing heat and discharging heat around the thermal storage pipe could be visibly classified, and temperature distribution inside of the greenhouse around the thermal storage pipe could be figured out.

반응표면법을 사용한 고 중량물 낙하시험기의 충격에너지 흡수량 예측 연구 (Prediction of Impact Energy Absorption in a High Weight Drop Tester by Response Surface Methodology)

  • 강훈;장진석;김다혜;강지헌;유완석;이재욱
    • 한국기계가공학회지
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    • 제15권3호
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    • pp.44-51
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    • 2016
  • This paper presents the characteristics of the energy absorption in an expansion tube type impact absorber that is applied to a high weight drop tester and the use of a response surface methodology to predict the impact energy absorption. In order to identify the characteristics of the energy absorption, a set of finite element analysis was conducted with Abaqus Explicit. Moreover, the ISCD-II sampling method and a first order polynomial were used to build a response surface. As a result, we demonstrated that the impact energy could be controlled by four main design variables, namely an expansion pipe's thickness, inner radius, pressing die's expansion angle and expansion ratio. Additionally, we observed the relationship between the four main design variables and the impact energy absorbing time, displacement, and maximum impact force.

배관시스템 해석을 위한 벨로우즈 유한요소의 개발 (Development of a Bellows Finite Element for the Analysis of Piping System)

  • 고병갑;박경진;이완익
    • 대한기계학회논문집
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    • 제19권6호
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    • pp.1439-1450
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    • 1995
  • Bellows is a familiar component in piping systems as it provides a relatively simple means of absorbing thermal expansion and providing system flexibility. In routine piping flexibility analysis by finite element methods, bellows is usually considered to be straight pipe runs modified by an appropriate flexibility factor; maximum stresses are evaluated using a corresponding stress concentration factor. The aim of this study is to develop a bellows finite element, which similarly includes more complex shell type deformation patterns. This element also does not require flexibility or stress factors, but evaluates more detailed deformation and stress patterns. The proposed bellows element is a 3-D, 2-noded line element, with three degrees of freedom per node and no bending. It is formulated by including additional 'internal' degrees of freedom to account for the deformation of the bellows corrugation; specifically a quarter toroidal section of the bellows, loaded by axial force, is considered and the shell type deformation of this is include by way of an approximating trigonometric series. The stiffness of each half bellows section may be found by minimising the potential energy of the section for a chosen deformation shape function. An experiment on the flexibility is performed to verify the reliability for bellows finite element.