• Title/Summary/Keyword: 하중압력분포

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A Study on the Structural Design and Analysis of Air Intake of Unmanned Aerial Vehicles Applied to Composite Materials (무인 항공기 공기 흡입구의 복합재 적용 구조 설계 및 해석 연구)

  • Choi, Heeju;Park, Hyunbum
    • Journal of Aerospace System Engineering
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    • v.16 no.1
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    • pp.81-85
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    • 2022
  • In this study, we conducted a structural design and analysis of air intake of aircraft engine using composite materials. First, an investigation on structural design requirement of target structure was carried out. The distributed pressure load and acceleration condition was applied to structural design. To evaluate the structural design result, finite element analysis was carried out. The stress, deflection and buckling analysis for structural safety evaluation was performed. Finally, it was confirmed that the air intake through structural analysis is safety.

Effects of Earth's Atmosphere on Terrestrial Reference Frame : A Review (지구 대기가 지구 기준계에 미치는 영향 : 기존 모델 분석)

  • Na, Sung-Ho;Cho, Jungho
    • Geophysics and Geophysical Exploration
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    • v.18 no.3
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    • pp.133-142
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    • 2015
  • Displacement of the Earth's surface due to atmospheric loading has been recognized since a century years ago, and its accurate estimation is required in present day geodesy and surveying, particularly in space geodesy. Atmospheric load deformation in continental region can readily be calculated with the given atmospheric pressure field and the load Green's function, and, in near coastal area, approximate model is used for the calculation. The changes in the Earth's atmospheric circulation and the seasonal variation of atmospheric pressure on two hemispheres of the Earth are the each main causes of variation of the Earth's spin angular velocity and polar motion respectively. Wind and atmospheric pressure do the major role in other periodic and non-periodic perturbations of the positions in the Earth's reference frame and variations in the Earth's spin rotational state. In this reviewing study, the developments of related theories and models are summarized along with brief description of phenomena, and the geodetic perturbing effects of a hypothetical typhoon passing Korea are shown as an example. Finally related existing problems and further necessary studies are discussed in general.

Zr-2.5Nb 합금의 하중방향에 따른 지연수소균열

  • 권상철;김영석
    • Proceedings of the Korean Nuclear Society Conference
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    • 1997.05b
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    • pp.153-158
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    • 1997
  • Zr-2.5%Nb 합금에서 응력방향에 따른 DHC특성의 차이를 알아보고자 하였다. 판상의 CT시편을 이용하여 수소를 200 ppm 주입하고 응력을 압력관의 길이 방향으로 가하고 notch를 윈주방향으로 한 경우와 원주방향으로 응력을 가하고 notch를 길이 방향으로 한 경우의 균열전파속도를 측정하여 본 결과 길이 방향으로 응력을 가하였을 때 균열전파속도가 1/100 정도 감소하였으며, 균열발생을 위한 임계응력확대계수도 커짐을 알 수 있었다. 그리고 균열전파 방향도 원주방향으로 응력을 가하였을 때는 균열이 precrack을 따라 그대로 진행되었으나, 응력을 길이 방향으로 가하였을 때는 precrack을 따라 균열이 전파되지 못하고 균열분리 현상을 보였다 이것은 원래 모재가 보유하고 있는 집합조직과, 응력에의하여 수소화물이 재배열할 때 기존의 a상에서의 특정 방향 관계를 유지하여 석출함으로써 균열이 수소화물을 따라 전파됨이 원인인 것으로 생각된다. 응력을 원주방향으로 가하였을 때 균열주위에 수소화물이 길게 석출하지만, 응력을 길이 방향으로 기하였을 때는 수소화물이 20$\mu\textrm{m}$ 정도의 작은 크기로 분리된 균열과 같은 방향으로 분포하고 있음을 관찰하였다. 이로부터 집합조직을 개량함으로써 DHC저항성에 대한 효과를 얻을 수 있음을 확인 할 수 있었고 DHCV model에서 방향성을 수소화물의 재배열인자로부터 고려할 필요성이 있음을 알게 되었다.

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The Characteristics of Stress Distribution on Two-arch Tunnel's Pillar due to Surface Loads in the Discontinuous Rock Mass (불연속성 암반에 위치한 2-아치 터널에서 지표면 하중 작용시 필러에 전달되는 응력 특성)

  • Kim, Hong-Moon;Lee, Sang-Duk
    • Journal of the Korean Geotechnical Society
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    • v.25 no.5
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    • pp.65-73
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    • 2009
  • Large scale model tests and numerical analyses are performed to investigate the stress distribution of pillar due to surface loading nearby two-arch tunnel which is constructed in the regularly jointed rocks. It is observed that the influence of discontinuities on the stress distribution in the discontinuous rock mass and the underground stresses induced by surface loading are greater than those of linear elastic theory. Especially, lines of equal stresses are developed to the direction of inclination according to the inclined grade. In cases of discontinuities imbedded in parallel with or vertical to the ground, the pressure bulbs are formed symmetrically, however, the inclined ones result in stress distribution in parallel with and vertical to the planes of discontinuities. Results indicated that stress distribution is seriously affected by the angle of discontinuity. When stresses propagating to the pillar need to be estimated, relative location of surface loading, grade of discontinuous plane, and location of two-arch tunnel should be carefully considered.

A Method of Contact Pressure Analysis between Half-space and Plate (탄성지반과 판의 접촉압력해석에 관한 연구)

  • Cho, Hyun Yung;Cheung, Jin Hwan;Kim, Seong Do;Han, Choong Mok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.1
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    • pp.1-8
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    • 1992
  • A method analizing contact pressure between plate and elastic half space is presented by using F.E.M. With the method, the pressure intensities at surface nodes of half space cae be directly calculated by using flexibility matrix of half space. The method is originally presented by Y.K. Cheung et al.(3) Insted of Y.K. Cheung's method, which use a conception of equi-contact pressure area around each surface nodes of half space in the noded rectanqular element area. We use the equi-contact pressure area around the Gaussian integration points of half space surface in the noded isoparametric element area. Numarical examples are presented and compared with other's studies.

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Wave Load on Fixed Offshore Gravity Platform (중력식(重力式) 고정해양구물(固定海洋構物)에 작용(作用)하는 파랑하중(波浪荷重)에 관한 연구(硏究))

  • Kim, Chul;Pyun, Chong Kun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.8 no.1
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    • pp.87-95
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    • 1988
  • In the arctic offshore regions, massive offshore gravity platforms are recommended to be construced because of severe environments. In such structures which is so large that its characteristic length is of the order of the wave length, wave-structure interaction problem has been solved using linear diffraction theory. Structural analysis of the large scale offshore structures requires wave force distribution along depth and wave pressure distribution on the body surface. In this study, existing computer program which calculates the total wave force acting on axisymmetric bodies has been modified to calculate wave force distribution along depth and wave pressure distribution on the body surface. Numerical results of pressure distribution for a fixed vertical cylinder obtained from this analysis has been compared with the results of an analytic solution of MacCamy-Fuchs, and good agreements has been obtained. It is desirable to use 6 in the case of analytic solution, and 5 in the case of numerical solution as the Fourier Mode of Green function. The results in this study are expected to be utilized for structural analysis such as pseudo-static analysis, dynamic analysis and fatigue analysis.

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A Study on Flexibility Acquisition Method for VLCC Shaft System (VLCC 축계 시스템의 유연성 확보 방안에 관한 연구)

  • Shin, Sang-Hoon;Ko, Dae-Eun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.12
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    • pp.135-139
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    • 2017
  • The main reason for heat accidents occurring at the after stern tube bearing (STB) is excessive local pressure caused by the deflection of the propulsion shaft due to propeller loads. The probability of a heat accident is increased by the low flexibility of the shaft system in very large crude oil carriers (VLCCs) as the engine power and shaft diameter increase and the distance decreases between the forward and after STBs. This study proposed shaft system with only an after STB and no forward STB for a flexibility acquisition method for a VLCC shaft system under hull deformation. A Hertzian contact condition was applied, which assumes a half-elliptical pressure distribution along the contact width for the calculation of the local squeeze pressure. The propeller loads, heat effect, and hull deflection under engine operating conditions are also considered. The results show that the required design criteria were satisfied by building a partial slope at the white metal, which is the material at the axial contact side in the after STB. This system could reduce building cost by simplification of the shaft system.

Nonlinear Analysis of Nuclear Reinforced Concrete Containment Structures under Accidental Thermal Load and Pressure (온도 및 내압을 받는 원자로 철근콘크리트 격납구조물의 비선형해석)

  • Oh, Byung Hwan;Lee, Myung Gue
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.3
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    • pp.403-414
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    • 1994
  • Nonlinear analysis of RC containment structure under thermal load and pressure is presented to trace the behaviour after an assumed LOCA. The temperature distribution varying with time through the wall thickness is determined by transient finite element analysis with the two time level scheme in time domain. The layered shell finite elements are used to represent the containment structures in nuclear power plants. Both geometric and material nonlinearities are taken into account in the finite element formulation. The constitutive relation of concrete is modeled according to Drucker-Prager yield criteria in compression. Tension stiffening model is used to represent the tensile behaviour of concrete including bond effect. The reinforcing bars are modeled by smeared layer at the location of reinforcements accounting elasto-plastic axial behaviors. The steel liner model under Von Mises yield criteria is adopted to represent elastic-perfect plastic behaviour. Geometric nonlinearity is formulated to consider the large displacement effect. Thermal stress components are determined by the initial strain concept during each time step. The temperature differential between any two consecutive time steps is considered as a load incremental. The numerical results from this study reveal that nonlinear temperature gradient based on transient thermal analysis will produces excessive large displacement. Nonlinear behavior of containment structures up to ultimate stage can be traced reallistically. The present study allows more realistic analysis of concrete containment structures in nuclear power plants.

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Lubrication Characteristics of Micro-Textured Slider Bearing: Effect of Dimple Density (Micro-Texturing한 Slider Bearing의 윤활특성 : 딤플 밀도의 영향)

  • Park, Tae Jo;Lee, Joon Oh
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.4
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    • pp.437-442
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    • 2013
  • In recent times, surface texturing methods have been widely applied to reduce friction and improve the reliability of machine components such as parallel thrust bearings, mechanical face seals, and piston rings. In this study, a numerical analysis is carried out to investigate the effect of uniformly spaced hemispherical dimples on the lubrication characteristics of a slider bearing using a commercial computational fluid dynamics (CFD) code, FLUENT. The pressure distributions, load capacity, leakage flowrate, and friction force are strongly affected by the dimple diameter and the number of dimples. In particular, the load capacity and friction force decrease linearly with the dimple density whereas the leakage increases. These results can be used for designing the optimum dimple characteristics in order to improve the lubrication performance of slider bearings, for which further studies are required.

Stress Distribution of Buried Gas Transportation Pipeline According to Vehicle Load Velocity (지중 가스 수송 강관의 차량 이동 속도에 따른 응력 분포 특성)

  • Won, Jong-Hwa;Kim, Moon-Kyum;Yoo, Han-Kyu; Kim, Mi-Seoung
    • Journal of the Korean Institute of Gas
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    • v.12 no.1
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    • pp.7-12
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    • 2008
  • In order to estimate the integrity and identify the dynamic characteristics of buried gas pipelines subjected to vehicle loads, FE analysis is performed based on the 'Highway and Local Road Design Criteria' and the 'KOGAS Guideline for Pipeline Management'. The FE model describes the current burial condition of Korea properly, and the DB-24 load model is adopted for this research. This study considers a varying velocity in the range of $40{\sim}160\;km/h$ and $P_i=8$ MPa(internal pressure) with depth cover, Z=1.5 m. Maximum stress occurs at v=80 km/h and decreases after v=80 km/h. The maximum induced stress by DB-24 loads is about 10 MPa. Under the design pressure, however, the analysis results show that API 5L Gr. X65 pipelines have sufficient integrity to withstand the vibration of vehicle loads.

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