• 제목/요약/키워드: Flexible Vertical

검색결과 238건 처리시간 0.026초

차량 동특성에 대한 프레임의 유연성 효과 (Flexibility Effects of Frame for Vehicle Dynamic Characteristics)

  • 이상범
    • 한국공작기계학회논문집
    • /
    • 제11권2호
    • /
    • pp.80-86
    • /
    • 2002
  • Previous method of computer simulation to predict the dynamic response of a vehicle has been based on the assumption that vehicle structure is rigid. If the flexibility of the vehicle structure becomes too large to ignore, rigid body assumption will no longer give good estimation of the dynamic characteristics. Therefore, in order to predict more precise vehicle dynamic characteristics, flexible multi-body dynamic analysis of a vehicle is necessary. This paper investigates dynamic characteristics of vehicle systems with flexible frames numerically. Joint reaction forces, vertical accelerations, pitch accelerations are analyzed for the vehicle systems with various flexible frames using multi-body dynamic analysis code and finite element analysis code.

파랑중 막 구조 방파제의 거동 특성 (On the Behavior of Membrane Breakwaters in Waves)

  • 조일형
    • 한국항만학회지
    • /
    • 제8권1호
    • /
    • pp.17-22
    • /
    • 1994
  • The wave interaction with flexible membrane such as PVC and fabrics is studied to prove its applicability to portable breakwaters. To obtain the wave exciting force acting on flexible membrane, eigen-function expansion method is employed. The effect of flexible is involved in body boundary condition in which x-directional displacement of membrane is obtained by solving the linear membrane equation. Displacement of membrane is assumed to be small compared to wavelength, therefore the tensile force of membrane remains constant. As the numerical examples, transmission and reflection coefficients according to the change of tensile forces are investigated. The hydrodynamic force on membrane, the dynamic tension in the mooring lines and the vertical displacement profile of membrane are also calculated. It is suggested that the flexible membrane can be used to engineering material for the future coastal/ocean applications.

  • PDF

유연관절로봇을 위한 정확한 외부토크 측정시스템 개발: 랜덤워크모델을 이용한 칼만필터 기반 추정 (Exact External Torque Sensing System for Flexible-Joint Robot: Kalman Filter Estimation with Random-Walk Model)

  • 박영진;정완균
    • 로봇학회논문지
    • /
    • 제9권1호
    • /
    • pp.11-19
    • /
    • 2014
  • In this paper, an external torque estimation problem in one-degree-of-freedom (1-DOF) flexible-joint robot equipped with a joint-torque sensor is revisited. Since a sensor torque from the joint-torque sensor is distorted by two dynamics having a spring connection, i.e., motor dynamics and link dynamics of a flexible-joint robot, a model-based estimation, rather than a simple linear spring model, should be required to extract external torques accurately. In this paper, an external torque estimation algorithm for a 1-DOF flexible-joint robot is proposed. This algorithm estimates both an actuating motor torque from the motor dynamics and an external link torque from the link dynamics simultaneously by utilizing the flexible-joint robot model and the Kalman filter estimation based on random-walk model. The basic structure of the proposed algorithm is explained, and the performance is investigated through a custom-designed experimental testbed for a vertical situation under gravity.

유연다물체동적해석을 이용한 무도상교량 침목패드의 최적 강성 산정 (Optimum Stiffness of the Sleeper Pad on an Open-Deck Steel Railway Bridge using Flexible Multibody Dynamic Analysis)

  • 채수호;김민수;백인철;최상현
    • 한국전산구조공학회논문집
    • /
    • 제35권2호
    • /
    • pp.131-140
    • /
    • 2022
  • 레일장대화는 무도상교량의 소음, 진동, 충격 등의 문제점을 해결할 수 있는 경제적인 방안 중 하나이며, 최근 연동식 침목고정장치를 이용한 SSF 공법이 개발된 바 있다. 이 연구에서는 연동식 침목고정장치 적용 시 레일 높이 조정 및 열차 통과 시의 충격 흡수를 목적으로 교량침목 하부에 삽입되는 침목패드의 최적 연직강성을 결정하는 과정을 제시하였다. 침목패드의 최적 연직강성 결정을 위하여 관련 기존 기준을 검토하였으며, 유연다물체동적해석을 통하여 침목패드의 연직강성 변화에 따른 주행안전성, 승차감 및 궤도의 안전성에 대한 지표들과 교량 응답 변화를 검토하였다. 유연다물체동적해석은 상용프로그램인 ABAQUS와 VI-Rail을 이용하여 수행하였다. 수치해석은 30m 상로판형교에 대한 교량모델을 이용하여 수행하였으며, 침목패드의 연직강성이 7.5kN/mm ~ 240kN/mm로 변화할 때 ITX 새마을, KTX 및 화차 통과 시의 응답을 산정하였다. 수치해석에 적용된 궤도구성품 조건에서 침목패드의 최적 강성은 100kN/mm로 산정되었다.

수열합성을 이용한 ZnO 마이크로 구조의 성장 및 전사 (Fabrication of Vertically Oriented ZnO Micro-crystals array embedded in Polymeric matrix for Flexible Device)

  • 양동원;이원우;박원일
    • 마이크로전자및패키징학회지
    • /
    • 제24권4호
    • /
    • pp.31-37
    • /
    • 2017
  • 최근, 유연하며 몸에 부착 가능한 소자들에 대한 관심이 늘어나고 있다. 이런 관심을 뒷받침 하여 이와 관련된 다양한 연구들이 진행되고 있는데, 기존 딱딱한 성질을 가진 소자에 사용되던 무기물 기반의 재료의 경우 유연 소자로 만들기에 여러 가지 제약이 있어 유연하게 제작할 수 있는 유기물 반도체나 탄소 나노튜브 필름 등을 이용한 소자들이 주로 연구되고 개발되어 왔다. 하지만 이런 재료들을 이용한 소자의 경우 유기물 분자와 분자 사이 또는 탄소 나노튜브와 나노튜브 사이에서 전하들이 산란되는 등 재료 자체의 한계로 인해 기존의 재료를 사용한 소자들보다 전기적 성능이 떨어지는 단점을 가지고 있다. 이런 단점들을 해결하기 위하여 이 연구에서는 수직 정렬된 반도체 결정 어레이를 투명 유연한 폴리머와 결합하는 방법을 이용, 고품질 나노/마이크로 반도체 결정을 유연한 기판으로 전사 시킬 수 있는 방법을 제시한다. 위와 같은 구조는 재료에 가해지는 힘을 완화 시켜줄 수 있으며, 이로 인해 큰 변형에도 재료의 손상이 없는 소자 제작이 가능하다. 이런 구조를 구현하기 위해 위치 및 크기가 정교하게 제어된 ZnO 나노막대 단결정을 저온에서 용액공정을 통하여 합성시킨다. 이후 성장시킨 ZnO 단결정 어레이와 polydimethylsiloxane (PDMS) 폴리머를 결합시킨 후 단단한 기판에서 기계적으로 박리시켜 ZnO/폴리머 복합체를 분리해 낸다. 추가적으로 전사된 ZnO의 결정성을 확인하기 위하여 photoluminescent 분석을 진행하였으며, ZnO/폴리머 복합체를 이용한 외부 힘에 반응하는 압력 센서를 제작하였다.

An experimental study on the behavior of the helical tiebacks in the flexible retaining walls

  • Majid Khanjani;Hamid Reza Saba;Seyed Hamid Lajevardi;Seyed Mohammad Mirhosseini;Ehsanollah Zeighami
    • Geomechanics and Engineering
    • /
    • 제36권6호
    • /
    • pp.527-543
    • /
    • 2024
  • In the implementation of most civil structures, especially underground, deep excavations with a vertical slope are required. Using flexible retaining walls is applied as one of the ways to stabilize vertical holes. Therefore, it is necessary to know the parameters affecting the performance of such walls in reducing their horizontal movement. In this research, by building a suitable laboratory model, the parameters of the amount of flexibility, the embedment depth of the wall, the type and number of tieback in the wall were investigated for 42 static laboratory models. The purpose of this research is to study the flexible retaining wall with helical tieback compared to simple tieback at different heights, which shows the best performance in terms of reducing horizontal displacement in proportion to increasing or decreasing flexibility. On the other hand, one of the parameters affecting the flexibility of the wall, which is its bending stiffness, was extracted by numerical software outputs and studied on the results such as relative flexibility, stiffness, safety and numerical stability of the wall.The results of this study show that among the parameters, in the first place, the effect of the type of tieback is inhibited and in the second place, the ratio of thickness to wall height is known as the most important parameter. the best performance for walls with the helical tiebacks in reducing their horizontal displacement can be economically, flexibly and stability assigned to a wall that tiebacks is in the range of H2/t to H4/t and its flexibility ratio is 2/3.

Free strain analysis of the performance of vertical drains for soft soil improvement

  • Basack, Sudip;Nimbalkar, Sanjay
    • Geomechanics and Engineering
    • /
    • 제13권6호
    • /
    • pp.963-975
    • /
    • 2017
  • Improvement of soft clay deposit by preloading with vertical drains is one of the most popular techniques followed worldwide. These drains accelerate the rate of consolidation by shortening the drainage path. Although the analytical and numerical solutions available are mostly based on equal strain hypothesis, the adoption of free strain analysis is more realistic because of the flexible nature of the imposed surcharge loading, especially for the embankment loading used for transport infrastructure. In this paper, a numerical model has been developed based on free strain hypothesis for understanding the behaviour of soft ground improvement by vertical drain with preloading. The unit cell analogy is used and the effect of smear has been incorporated. The model has been validated by comparing with available field test results and thereafter, a hypothetical case study is done using the available field data for soft clay deposit existing in the eastern part of Australia and important conclusions are drawn therefrom.

Efficient flexible boundary algorithms for DEM simulations of biaxial and triaxial tests

  • Liu, Donghai;Yang, Jiaqi
    • Geomechanics and Engineering
    • /
    • 제23권3호
    • /
    • pp.189-206
    • /
    • 2020
  • The accurate modeling of boundary conditions is important in simulations of the discrete element method (DEM) and can affect the numerical results significantly. In conventional triaxial compression (CTC) tests, the specimens are wrapped by flexible membranes allowing to deform freely. To accurately model the boundary conditions of CTC, new flexible boundary algorithms for 2D and 3D DEM simulations are proposed. The new algorithms are computationally efficient and easy to implement. Moreover, both horizontal and vertical component of confining pressure are considered in the 2D and 3D algorithms, which can ensure that the directions of confining pressure are always perpendicular to the specimen surfaces. Furthermore, the boundaries are continuous and closed in the new algorithms, which can prevent the escape of particles from the specimens. The effectiveness of the proposed algorithms is validated by biaxial and triaxial simulations of granular materials. The results show that the algorithms allow the boundaries to deform non-uniformly on the premise of maintaining high control accuracy of confining pressure. Meanwhile, the influences of different lateral boundary conditions on the numerical results are discussed. It is indicated that the flexible boundary is more appropriate for the models with large strain or significant localization than rigid boundary.

선회하는 2차원 유연 날개의 유체-구조 상호작용 모사 (NUMERICAL SIMULATION ON FLUID-STRUCTURE INTERACTION OF A TWO-DIMENSIONAL ORBITING FLEXIBLE FOIL)

  • 신상묵
    • 한국전산유체공학회지
    • /
    • 제12권2호
    • /
    • pp.37-45
    • /
    • 2007
  • The hybrid Cartesian/immersed boundary method is applied to simulate fluid-structure interaction of a two-dimensional orbiting flexible foil. The elastic deformation of the flexible foil is modelled based on the dynamic equation of a thin-plate. At each time step, the locations and velocities of the Lagrangian control points on the flexible foil are used to reconstruct the boundary conditions for the flow solver based on the hybrid staggered/non-staggered grid. To test the developed code, the flow fields around a flapping elliptical wing are calculated. The time history of the vertical force component and the evolution of the vorticity fields are compared with recent other computations and good agreement is achieved. For the orbiting flexible foil, the vorticity fields are compared with those of the case without the deformation. The combined effects of the angle of attack and the orbit on the deformation are investigated. The grid independency study is carried out for the computed time history of the deformation at the tip.

Stability-Enhanced Liquid Crystal Mode for Flexible Display Applications

  • Jung, Jong-Wook;Jang, Se-Jin;Lee, You-Jin;Kim, Hak-Rin;Jin, Min-Young;Kim, Jae-Hoon
    • Journal of Information Display
    • /
    • 제6권2호
    • /
    • pp.1-6
    • /
    • 2005
  • We demonstrated stability-enhanced liquid crystal (LC) displays using pixel-isolated LC mode in which LC molecules are isolated in pixel by horizontal polymer layer and vertical polymer wall. The device shows good electro-optic properties against external point or bending pressure due to the polymer structures. The polymer wall acts as supporting structure from mechanical pressure and prevents the cell gap from bending. Moreover, the polymer layer acts as an adhesive to ensure a tight attachment of the two substrates. We present herein various methods for producing polymer structures by using an anisotropic phase separation from LC and polymer composites or patterned micro-structures for stable flexible liquid crystal displays.