• Title/Summary/Keyword: 형상 배치

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Internal Components Arrangement of MR Damper Landing Gear for Cavitation Prevention (캐비테이션 방지를 위한 MR 댐퍼형 착륙장치의 내부 형상 배치에 대한 연구)

  • Joe, Bang-Hyun;Jang, Dae-Sung;Hwang, Jai-Hyuk
    • Journal of Aerospace System Engineering
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    • v.14 no.5
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    • pp.33-41
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    • 2020
  • The landing gear of an aircraft is a device that absorbs and dissipates shock energy transmitted from the ground to the fuselage. Among the landing gears, the semi-active MR damper landing gear is supposed to show high-shock absorption efficiency under various landing conditions and secure the stability when out of control. In the case of the MR damper landing gear using an annular channel rather than orifice, Amesim, a commercial multi-physics program, is considered as more useful than the conventional two-degree-of-freedom model because the damping force generated by the pressure drop through the flow annular path can cause cavitation in the low-pressure chamber of the MR damper with a specific internal structure. In this paper, the main dynamic characteristics of the MR damper landing gear with an annular type flow path structure has been analyzed under the condition of cavitation. Based on the analysis results using Amesim, a design guideline for the MR damper flow path that prevents cavitation has been proposed based on the modification of the arrangement of internal components of the damper. The guideline was verified through a drop simulation.

Optimal layout of tidal current turbine array in open channel flow (개수로 흐름에서 조류 터빈의 최적 배열)

  • Han, Jisu;Jung, Jaeyoung;Hwan, Hwang Jin
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.433-433
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    • 2021
  • 본 연구는 개수로 흐름에서 조류발전단지의 터빈 최적 배열의 거시적 특성에 관한 연구를 수행하였다. 천수방정식을 통해 직사각형 개수로의 흐름장을 해석하였고, 상류와 하류단에 대해 각각 유입경계조건(inlet boundary condition)과 Flather 형식의 개방경계조건(open boundary condition)을 부여하여 일정 유량으로 흐르는 개수로 흐름을 구현하였다. 더불어, Strickler의 법칙을 확장한 반력공식을 연계하여, 개수로 흐름에 대한 조류 터빈의 영향을 반영하였다. 주어진 상류의 흐름 조건에 대해 조류발전량을 최대로 하는 최적 배열을 구하기 위해 터빈 반력모형을 연계한 천수방정식, 터빈간 최소간격, 그리고 발전단지영역을 제한조건으로 하는 발전량 최대화 문제를 구성하였다. 여기서 조류 터빈의 위치를 나타내는 벡터를 설계변수로 두었는데, 설계되는 터빈의 수가 증가함에 따라 최적화 문제의 계산량이 증가하지 않도록 수반법(adjoint method)을 경사도기반법(gradient-based method)에 연계한 방법이 이용되었다. 다수의 터빈초기배치로 상당한 수치실험이 수행되었고, 발전량 최대화를 이루도록 최적화된 터빈의 배치들이 큰 규모에서 고유한 형상으로 수렴함을 확인하였다. 이러한 특성은 발전단지의 너비와 터빈의 최소간격의 함수로 정의된 무차원수 E를 바탕으로 설명되었다. 구체적으로, E가 1보다 작을 때에는 선형배열이 최적배열로 나타났고, E가 1을 넘어 점차 커짐에 따라 하류에 오목한 형상을 보이다가 V-형태로 발전하는 양상을 보였다. 또한, 어느 임계 수 이상의 터빈이 배치되는 경우 일열 배열을 유지하지 못하고 이열 배열로 분리됨이 관찰되었다.

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A Study on the Topology Optimization of Nail Arrangement using Stiffened Shape Density (보강 형상밀도를 이용한 네일 배치의 위상최적화 연구)

  • Cho, Chung-Sik;Song, Young-Su;Lee, Su-Gon;Woo, Jae-Gyung;Choi, Woo-Il
    • The Journal of Engineering Geology
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    • v.28 no.4
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    • pp.605-618
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    • 2018
  • Korea follows the slope design criteria during construction. It was enacted by the Ministry of Land, Transport and Maritime Affairs. There are cases where the Soil-nail is designed as a measure to secure slope stability. The arrangement of the soil-nail may be arranged at equal intervals or may be arranged differently depending on the soil failure model. The optimum design of the countermeasure method is determined by securing stability of the slope through optimization of dimensions and shape. However, when uniform nails are placed at low elevations in slopes, the standard safety factor is exceeded, which may hinder economic design. It is preferable to arrange the reinforcement of the nails over the entire slope. When the horizontal spacing of the nails was topology optimized according to the slope height, it was possible to minimize the amount of reinforcement while satisfying the standard safety factor. Since the active load is reduced in the section where the slope height is lowered, the safety factor after reinforcement may be excessively increased. Therefore, the phase optimization method is proposed as an economical optimal design method using the reinforcing shape density. In addition, a relational expression was designed to optimize the horizontal spacing by slope height.

정지궤도 통신위성의 추진시스템 개념설계 연구

  • Park, Eung-Sik;Park, Bong-Kyu;Kim, Jeong-Soo
    • Aerospace Engineering and Technology
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    • v.1 no.1
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    • pp.55-64
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    • 2002
  • A conceptual design of propulsion system for a geosynchronous communication satellite with 12 years design life is presented in this paper. Propellant mass budget for the design life is calculated using total velocity increment (ΔV) flowed-down from mission requirement analysis. Sizes of the fuel and oxidizer tank are derived based on the calculated propellant mass budget, and mass of the pressurant as well as the size and pressure of pressurant tank are calculated too. Thruster positioning, number of rocket engines, and position of tank are determined through Trade-Off Study with Structure & Mechanical Subsystem. Propulsion system configuration and its schematics are presented finally.

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A Design Simulation of PT using Finite Element Method (유한 요소법을 이용한 PT 설계 시뮬레이션)

  • Park, Geon-Ho
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2010.07a
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    • pp.323-325
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    • 2010
  • 본 연구에서는 절연파괴가 일어나기 쉬운 변압기 1차권선의 절연내력을 향상시키기 위하여 전위분포가 일정하게 되도록 인입선 부근의 권선 배치를 최적화하는 프로그램을 작성하여 유한요소법(Finite Element Method; 이하 FEM)을 이용하여 반복 분석하였다. 우선 기존의 권선 배치에 대한 국소점의 전계 분포를 고찰한 후 전계의 최대치를 구하였다. 그리고 권선 배치를 자동화된 순환 계산형 시뮬레이터를 제작하여 적절한 분포로 교정하고 최초의 기대 함수치를 극소화하는 형상을 반복하여 추적하는 알고리즘을 이용하여 기존의 PT에 적용될 수 있도록 고압측의 권선 배치를 최적화하는 설계 기법을 개발하였다.

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Structural Layout Design for Concrete Structures Based on the Repeated Control Method by Using Micro Lattice Truss Model (마이크로 격자트러스모델을 이용한 반복강성제어법에 의한 콘크리트 구조형태의 최적화)

  • Choi, Ik-Chang;Ario, Ichiro
    • Journal of the Korea Concrete Institute
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    • v.20 no.6
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    • pp.705-712
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    • 2008
  • This study carried out simulation for structural layout design for concrete structures by using the models of the ground structure method. The micro lattice truss is modeled as assemblage of a number of unit cells. The progress of analysis repeat to undergo finite element analysis to feed-back results of stress to the stiffness of each member. Through the repeated this analysis, truss model is represented to form the topological materials and the structural shape with the use of the local stress condition without mathematical optimum tools. It is successful to analyse the shape-layout problem as numerical samples on the lattice truss model.

A Study on the Relational Data Model for the Representation of Ship Structure (관계형 데이타모델을 이용한 선체구조의 표현에 관한 연구)

  • Y.D. Kim;K.Y. Lee;S.W. Seo;H.Y. Ryu;C.H. Hong
    • Journal of the Society of Naval Architects of Korea
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    • v.28 no.2
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    • pp.12-20
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    • 1991
  • The informations of ship structural design have been represented as the form various drawing plants, but to enhance the design productivity, it is necessary to utilize the advanced technologies such as CAD system and database management system. In this study, efforts are focused on the data modelling of those informations of midship configuration and attribute for the integration of ship structural design programs through database system. As actual example, midship configuration of bulk carrier was visualized by computer graphics. Relational data model is employed and topological informations is used for the best treatment of geometries representing structural arrangement. RDBMS 'ORACLE' was used for the implementation of the results.

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A Study on Performance of a Floating Breakwater (단일 부유식방파제의 소파성능에 대한 연구)

  • Yoon, Jae-Seon;Shin, Gyeong-Sik;Cho, Yong-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.243-247
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    • 2010
  • 본 연구에서는 단일 부유식방파제의 소파성능을 알아보기 위해 CADMAS-SURF를 이용한 수치모형실험을 실시하였다. 부유식방파제는 단일 직사각형으로 구성하여 동일 형상의 수중방파제가 배치된 경우와 부유식방파제와 수중방파제가 동시에 배치된 경우의 소파성능을 비교하였다. 소파 성능을 평가하는 지표로써 투과계수 및 반사계수를 산정하여 이를 파형경사에 대하여 검토하였다.

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