• 제목/요약/키워드: Fluid loading effect

검색결과 74건 처리시간 0.026초

박막형 소음기의 주파수 특성 (Frequency Characteristics of a Membrane Duct)

  • 최성훈;김양한
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2001년도 춘계학술대회논문집
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    • pp.420-425
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    • 2001
  • Theoretical analysis of noise reduction by a membrane-duct system is presented. When acorn waves propagate in the membrane-duct, the membrane is also excited and its motion is coup with interior medium. It has been shown that propagating waves with supersonic wave speed exist beyond a certain critical frequency that is determined from the mass ratio of the me and the fluid. Also found are subsonic waves which couple strongly wi th the membrane a provide a powerful mechanism of energy dissipation. Existence of an exterior medium alter dispersion characteristics. It provides additional mass loading and reduces the subsort speed further. The effect of mean flow speed on dispersion characteristics is also consider results show that the membrane-duct system can be applied to diminish and absorb 1 frequency noise in duct instead of passive muffler, such as a simple expansion chamber absorption material.

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수중 부유물에 의한 소나돔 충격해석 (Impact Analysis for Sonar Domes Collided with Logs)

  • 강명환
    • 한국군사과학기술학회지
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    • 제14권4호
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    • pp.564-571
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    • 2011
  • During navigation of warships, sonar domes have been damaged by collision with floating objects like logs. In order to analyze the damage of a sonar dome from collisions with a log, The analytical method and the numerical analysis using ABAQUS are performed. Throughout the analytical method, the mechanism of collision between a sonar dome and log is analyzed. To design a sonar dome, the numerical analysis for A type sonar dome and the B type sonar dome have done considering fluid loading effect around the sonar domes with normal and maximum speeds of the ship, respectively. The numerical analysis results of the A type sonar dome and the B type sonar dome are compared and analyzed.

보 제진 프레임의 진동응답해석 (Vibration Reaponse Analysis of frames with energy absober installed in Beams)

  • 이호
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1997년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 1997
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    • pp.159-166
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    • 1997
  • The purpose of this thesis is to derive a theoretical model of the hysteretic resistance of the visco-elastic damper based on test results of harmonic excitation and to investigate of the basis of theory and experiment the effect of vibration control and response characteristics of portal frames degree vibration systems provided with the damper. The behaviour of a visco-elastic degree under dynamic loading is idealized by a model of the theory of visco-elasticity, i.e. a four-parameter model formed as a parallel combination of Maxwell fluid and Kelvin-Voigh models and its constitutive equation is derived. The model parameters are determined for a tested damper from the datas of harmonic excitation tests. The theoretical model of the damper is incorporated in equation fo motion of single degree of freedom. A computer program for solving the equation is written using Runge-kuttas's numerical integration scheme. Using this analysis program test cases of the earthquake excitation are simulated and the results of the simulation are the results of the simulation are the results of the simulation are compared with the test results.

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Behaviour of transmission line conductors under tornado wind

  • Hamada, Ahmed;El Damatty, Ashraf A.
    • Wind and Structures
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    • 제22권3호
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    • pp.369-391
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    • 2016
  • Electricity is transmitted by transmission lines from the source of production to the distribution system and then to the end users. Failure of a transmission line can lead to devastating economic losses and to negative social consequences resulting from the interruption of electricity. A comprehensive in-house numerical model that combines the data of computational fluid dynamic simulations of tornado wind fields with three dimensional nonlinear structural analysis modelling of the transmission lines (conductors and ground-wire) is used in the current study. Many codes of practice recommend neglecting the tornado forces acting on the conductors and ground-wires because of the complexity in predicting the conductors' response to such loads. As such, real transmission line systems are numerically simulated and then analyzed with and without the inclusion of the lines to assess the effect of tornado loads acting on conductors on the overall response of transmission towers. In addition, the behaviour of the conductors under the most critical tornado configuration is described. The sensitivity of the lines' behaviour to the magnitude of tornado loading, the level of initial sag, the insulator's length, and lines self-weight is investigated. Based on the current study results, a recommendation is made to consider conductors and ground-wires in the analysis and design of transmission towers under the effect of tornado wind loads.

A STUDY on FOREST FIRE SPREADING ALGORITHM with CALCULATED WIND DISTRIBUTION

  • Song, J.H.;Kim, E.S.;Lim, H.J.;Kim, H.;Kim, H.S.;Lee, S.Y
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 1997년도 International Symposium on Fire Science and Technology
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    • pp.305-310
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    • 1997
  • There are many parameters in prediction of forest fire spread. The variables such as fuel moisture, fuel loading, wind velocity, wind direction, relative humidity, slope, and solar aspect have important effects on fire. Particularly, wind and slope factors are considered to be the most important parameters in propagation of forest fire. Generally, slope effect cause different wind distribution in mountain area. However, this effect is disregarded in complex geometry. In this paper, wind is estimated by applying computational fluid dynamics to the forest geometry. Wind velocity data is obtained by using CFD code with Newtonian model and slope is calculated with geometrical data. These data are applied fer 2-dimentional forest fire spreading algorithm with Korean ROS(Rate Of Spread). Finally, the comparison between the simulation and the real forest fire is made. The algorithm spread of forest fire will help fire fighter to get the basic data far fire suppression and the prediction to behavior of forest fire.

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파랑-구조물-지반 상호작용에 의한 혼성제 주변 해저지반의 3차원 동적응답 특성 (3-D Dynamic Response Characteristics of Seabed around Composite Breakwater in Relation to Wave-Structure-Soil Interaction)

  • 허동수;박종률;이우동
    • 한국해양공학회지
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    • 제30권6호
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    • pp.505-519
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    • 2016
  • If the seabed is exposed to high waves for a long period, the pore water pressure may be excessive, making the seabed subject to liquefaction. As the water pressure change due to wave action is transmitted to the pore water pressure of the seabed, a phase difference will occur because of the fluid resistance from water permeability. Thus, the effective stress of the seabed will be decreased. If a composite breakwater or other structure with large wave reflection is installed over the seabed, a partial standing wave field is formed, and thus larger wave loading is directly transmitted to the seabed, which considerably influences its stability. To analyze the 3-D dynamic response characteristics of the seabed around a composite breakwater, this study performed a numerical simulation by applying LES-WASS-3D to directly analyze the wave-structure-soil interaction. First, the waveform around the composite breakwater and the pore water pressure in the seabed and rubble mound were compared and verified using the results of existing experiments. In addition, the characteristics of the wave field were analyzed around the composite breakwater, where there was an opening under different incident wave conditions. To analyze the effect of the changed wave field on the 3-D dynamic response of the seabed, the correlation between the wave height distribution and pore water pressure distribution of the seabed was investigated. Finally, the numerical results for the perpendicular phase difference of the pore water pressure were aggregated to understand the characteristics of the 3-D dynamic response of the seabed around the composite breakwater in relation to the water-structure-soil interaction.

GREAT 셀을 이용한 삼축압축시험의 수치모사: 예비연구 (Numerical Simulation of Triaxial Compression Test Using the GREAT Cell: Preliminary Study)

  • 박도현;박찬희
    • 터널과지하공간
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    • 제32권3호
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    • pp.219-230
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    • 2022
  • GREAT 셀은 실험실에서 심부지층의 열-수리-역학적 조건을 구현하기 위해 설계된 시험장비로서, 시료 길이방향 축을 중심으로 회전하는 측면의 가압장치를 이용하여 다축 응력장을 생성할 수 있고 균열이 포함된 시료에 대해 유체유동 실험이 가능하다. 본 연구에서는 GREAT 셀을 이용한 삼축압축시험을 수치 해석적으로 모사하고 시료 측면에 작용하는 구속압 조건에 따른 역학적 거동을 분석하였다. 균열이 없는 고분자 재질의 시료에 대한 삼축압축시험 사례를 수치모사하여 실험결과와 비교하였다. 수평 구속압의 균등 및 불균등 조건에서 시료 표면의 변형률(원주변형률)을 분석하였으며, 실험결과와 유사한 경향을 보이는 것으로 검토되었다. 추가로 균열이 포함된 가상의 시료모델을 구성하여 균열면의 마찰 특성 및 형상이 시료 변형에 미치는 영향을 조사하였다.

금속 링 개스킷이 삽입된 Class 900 플랜지 조인트의 거동에 관한 연구 (A Study on the Behavior of Class 900 Flange Joints with Metal Ring Gaskets)

  • 이민영;정두형;김병탁
    • 한국기계가공학회지
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    • 제17권1호
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    • pp.34-41
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    • 2018
  • A flange joint is a pipe connection used to prevent the leakage of high-pressure fluids by inserting a gasket and tightening the bolts. Among several kinds of gaskets available, metal ring type joint gaskets are most widely used in conditions that require high-temperature and high-pressure fluid flow, such as oil pipelines, gas pipes, pumps, valve joints, etc. The purpose of this study is to investigate the contact pressure and stress characteristics closely related to the sealing performance of Class 900 flange joints used in high temperature and high pressure environments. The dimensions of flange joints with five different nominal pipe sizes were determined with reference to those specified in ASME 16.5. The metal ring gaskets inserted in the joints were octagonal and oval gaskets. The bolt tensile forces calculated from the tightening torques were input as the bolt pretension loads in order to determine the contact pressure and stress levels after fastening. Loading was composed of three steps, including the fastening step, and different amounts of applied pressures were used in each analysis to investigate the effect of fluid pressure on the contact force of the joints. A general-purpose software, ANSYS 17.2, was used for the analysis.

LNG운반선의 화물 누출 시 함침된 고분자 폼의 기계적 성능에 관한 연구 (A study on the mechanical performance of impregnated polymer foam in cargo leakage of LNG carrier)

  • 박기범;김태욱;김슬기;이제명
    • Journal of Advanced Marine Engineering and Technology
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    • 제41권4호
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    • pp.345-352
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    • 2017
  • 본 연구에서는 액화천연가스(Liquefied natural gas, LNG) 운반선 화물창 손상으로 인한 극저온 LNG 누출 및 하중 작용 시 화물창의 초저온 보냉재를 구성하고 있는 고분자 폼(Polymer foam) 소재의 성능을 관찰하고자 하였다. LNG와 맞닿아 있는 LNG 운반선 1차 방벽은 유체 충격하중이나 오랜 시간 동안의 LNG 적재/하역으로 인해 손상이 누적 되면 누출로 이어지게 된다. 극저온 유체의 누출은 다공성 밀폐 셀 구조인 고분자 폼 내부에 영향을 끼쳐 작용 하중에 대한 거동변화를 야기한다. 본 연구에서는 단열재(Insulation)로 사용되는 고분자 소재인 폴리이소시아누레이트 폼(Polyisocyanurate foam, PIF) 시험편의 기계적 성능에 대한 평가를 수행하였다. 시험편에 극저온 액체를 함침시켜 압축실험을 진행함으로써 저온 취성(Cold brittleness)으로 인한 성능 변화와 함께 극저온 유체의 함침 영향에 대해 정량적으로 비교분석 하였다.

원전 안전주입배관에서의 열성층 유동해석 (Analysis for the Behavior of Thermal Stratification in Safety Injection Piping of Nuclear Power Plant)

  • 박만흥;김광추;염학기;김태룡;이선기;김경훈
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집D
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    • pp.110-114
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    • 2001
  • A numerical analysis has been perfonned to estimate the effect of turbulent penetration and thermal stratified flow in the branch lines piping. This phenomenon of thermal stratification are usually observed in the piping lines of the safety related systems and may be identified as the source of fatigue in the piping system due to the thermal stress loading which are associated with plant operating modes. The turbulent penetration length reaches to $1^{st}$ valve in safety injection piping from reactor coolant system (RCS) at normal operation for nuclear power plant when a coolant does not leak out through valve. At the time, therefore, the thermal stratification does not appear in the piping between RCS piping and $1^{st}$ valve of safety injection piping. When a coolant leak out through the $1^{st}$ valve by any damage, however, the thermal stratification can occur in the safety injection piping. At that time, the maximum temperature difference of fluid between top and bottom in the piping is estimated about $50^{\circ}C$.

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