• 제목/요약/키워드: Nodal position

검색결과 35건 처리시간 0.036초

초기불완전성을 고려한 단층래티스돔의 좌굴특성 (The Buckling Characteristics of Single-Layer Latticed Domes with Initial Imperfection)

  • 권택진;한상을;이동우;주동현
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1996년도 봄 학술발표회 논문집
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    • pp.1-8
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    • 1996
  • Many studies showed that small imperfections can also have a considerable influence on the behaviour of structures. Especially, in Single-Layer Latticed Domes, initial imperfection occurred by human error and construction error is very important to the buckling load. The definition of imperfection is that a node of structure shifts from perfect condition. For example, in the case of truss structures, imperfections are represented by shifting the location of nodal points relative to the position in which they would be for a perfect structure. This paper uses Arc-length Method in nonlinear iteration analysis, choosing star dome, in which many studies have been accomplished, as a model. The results of analysis show that initial imperfection can reduce the buckling load of structures.

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큰회전 변형 및 조작의 실시간 시뮬레이션 (Real-Time Simulation of Large Rotational Deformation and Manipulation)

  • 최민규;고형석
    • 한국컴퓨터그래픽스학회논문지
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    • 제10권1호
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    • pp.15-21
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    • 2004
  • This paper proposes a real-time technique for simulating large rotational deformations. Modal analysis based on a linear strain tensor has been shown to be suitable for real-time simulation, but is accurate only for moderately small deformations. In the present work, we identify the rotational component of an infinitesimal deformation, and extend linear modal analysis to track that component. We then develop a procedure to integrate the small rotations occurring al the nodal points. An interesting feature of our formulation is that it can implement both position and orientation constraints in a straightforward manner. These constraints can be used to interactively manipulate the shape of a deformable solid by dragging/twisting a set of nodes, Experiments show that the proposed technique runs in real-time even for a complex model, and that it can simulate large bending and/or twisting deformations with acceptable realism.

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Buckling analysis of thin-walled circular hollow section members with and without longitudinal stiffeners

  • Cuong, Bui H.
    • Structural Engineering and Mechanics
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    • 제81권2호
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    • pp.231-242
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    • 2022
  • Numerical solutions for the linear buckling behavior of thin-walled circular hollow section members (CHS) with and without longitudinal stiffeners are presented using the semi-analytical finite strip method (SAFSM) which is developed based on Marguerre's shallow shell theory and Kirchhoff's assumption. The formulation of 3-nodal line finite strip is presented. The CHS members subjected to uniform axial compression, uniform bending, and combination of compression and bending. The buckling behavior of CHS is investigated through buckling curves which relate buckling stresses to lengths of the member. Effects of longitudinal stiffeners are studied with the change of its dimensions, position, and number.

주경 상부엽 제거시기가 콩의 절위별 Sink형질 변이에 미치는 영향 (Variation of Sink Components in Response to Removal Time of Upper Leaf on Main Stem in Soybean)

  • 박춘봉;이중호
    • 한국작물학회지
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    • 제40권1호
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    • pp.16-25
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    • 1995
  • 콩에 있어서 source인 상부엽의 제거시기에 따라 sink인 협이나 종실에 얼마 만큼 영향을 미치는가 를 절위별 협 및 종실의 변화를 중심으로 연구한 결과를 요약하면 다음과 같다. 1. 엽제거에 의해 주경의 협수감소가 시작되는 절위는 엽제거 시기가 늦을수록 낮아졌고, 개화 후 25일 엽재거구가 15일구보다 엽제거 시기가 10일 늦은데도 6∼8절위에서 감소폭이 커 개화후 25일이 결협에 중요한 시기인 것으로 나타났다. 2. 주경의 상부엽 제거로 주걍하부엽과 분지엽의 수광량이 증가하였는데도 엽무제거구보다 이들 부의의 물질 집적량이 적어 이 부위의 동화물질이 다른 부위로 전류된 양상을 보였다. 3. 협당입수는 개화후 35일 엽제거구가 25일구보다 적어 개화후 35일이 입의 퇴화에 더 큰 영향을 준 시기였다. 4. 가장 주요한 sink인 종실의 종피 구열립은 주경의 정단에서 9절위까지 엽무제거구가 25∼35% 절위였으나 엽제거구는 대부분 10%이하였다.

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A topological optimization method for flexible multi-body dynamic system using epsilon algorithm

  • Yang, Zhi-Jun;Chen, Xin;Kelly, Robert
    • Structural Engineering and Mechanics
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    • 제37권5호
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    • pp.475-487
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    • 2011
  • In a flexible multi-body dynamic system the typical topological optimization method for structures cannot be directly applied, as the stiffness varies with position. In this paper, the topological optimization of the flexible multi-body dynamic system is converted into structural optimization using the equivalent static load method. First, the actual boundary conditions of the control system and the approximate stiffness curve of the mechanism are obtained from a flexible multi-body dynamical simulation. Second, the finite element models are built using the absolute nodal coordination for different positions according to the stiffness curve. For efficiency, the static reanalysis method is utilized to solve these finite element equilibrium equations. Specifically, the finite element equilibrium equations of key points in the stiffness curve are fully solved as the initial solution, and the following equilibrium equations are solved using a reanalysis method with an error controlled epsilon algorithm. In order to identify the efficiency of the elements, a non-dimensional measurement is introduced. Finally, an improved evolutional structural optimization (ESO) method is used to solve the optimization problem. The presented method is applied to the optimal design of a die bonder. The numerical results show that the presented method is practical and efficient when optimizing the design of the mechanism.

플라이휠 에너지 저장장치 회전체계의 동역학적 설계및 해석 (Rotordynamic Design and Analysis of the Rotor-Bearing System of a 500Wh Flywheel Energy Storage Device)

  • 최상규;김영철;경진호
    • 소음진동
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    • 제8권1호
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    • pp.81-86
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    • 1998
  • A 500Wh class high-speed Flywheel Energy Storage System (FESS) driven by a built-in BLDC motor/generator has been designed, which runs from 30000 to 60000rpm nominally. Due to the motor/generator inside, the flywheel rotor made of composites supported by PM/EM hybrid bearing system has a shape of bell or pendulum and thus requires accurate rotordynamic analysis and prediction of its dynamic behavior to secure the operating reliability. Rotordynamic analyses of the flywheel rotor-bearing system revealed that the bell shaped rotor has two conical rigid-body modes in the system operating range and the first conical mode, of which nodal point lies in the radial EM bearing position, can adversely affect the dynamic response of the rotor at the corresponding critical speed. To eliminate the possibility of wild behavior of the rotor, two guide bearings are adopted at the upper end of the rotor and motor/generator. It was also revealed that the EM bearing stiffness if 0.5~1.0E+6 N/m and damping of 2000 Ns/m are favirable for smooth operation of the system around the 2nd critical speed.

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플라이휠 에너지 저장장치 회전체계의 동역학적 설계 및 해석 (Rotordynamic Design and Analysis of the Rotor-Bearing System of a 500Wh Flywheel Energy Storage Device)

  • 최상규;김영철;경진호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 춘계학술대회논문집; 경주코오롱호텔; 22-23 May 1997
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    • pp.283-289
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    • 1997
  • A 500Wh class high-speed Flywheel Energy Storage System (FESS) driven by a built-in BLDC motor/generator has been designed, which runs from 30000 to 60000rpm nominally. Due to the motor/generator inside, the flywheel rotor made of composites supported by PM/EM hybrid bearing system has a shape of bell or pendulum and thus requires accurate rotordynamic analyses and prediction of its dynamic behavior to secure the operating reliability. Rotordaynamic analyses of the flywheel rotor-bearing system revealed that the bell shaped rotor has two conical rigid-body modes in the system operating range and the first conical mode, of which nodal point lies in the radial EM bearing position, can adversely affect the dynamic response of the rotor at the corresponding critical speed. To eliminate the possibility of wild behavior of the rotor, two guide bearings are adopted at the upper end of the rotor and motor/generator. It was also revealed that the EM bearing stiffness of 0.5~1.0E+6 N/m and damping of 2000 Ns/m are favorable for smooth operation of the system around the 2nd critical speed.

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버블패킹방법을 이용한 2차원 자동격자 생성 및 재구성 알고리듬 개발(I) -선형 해석- (Development of Algorithm for 2-D Automatic Mesh Generation and Remeshing Technique Using Bubble Packing Method (I) -Linear Analysis-)

  • 정순완;김승조
    • 대한기계학회논문집A
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    • 제25권6호
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    • pp.1004-1014
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    • 2001
  • The fully automatic algorithm from initial finite element mesh generation to remeshing in two dimensional geometry is introduced using bubble packing method (BPM) for finite element analysis. BPM determines the node placement by force-balancing configuration of bubbles and the triangular meshes are made by Delaunay triangulation with advancing front concept. In BPM, we suggest two node-search algorithms and the adaptive/recursive bubble controls to search the optimal nodal position. To use the automatically generated mesh information in FEA, the new enhanced bandwidth minimization scheme with high efficiency in CPU time is developed. In the remeshing stage, the mesh refinement is incorporated by the control of bubble size using two parameters. And Superconvergent Patch Recovery (SPR) technique is used for error estimation. To verify the capability of this algorithm, we consider two elasticity problems, one is the bending problem of short cantilever beam and the tension problem of infinite plate with hole. The numerical results indicate that the algorithm by BPM is able to refine the mesh based on a posteriori error and control the mesh size easily by two parameters.

모드 분리 제어기를 이용한 시스템 규명 : 히든 모드를 갖는 구조물에의 적용 (System Identification Using Mode Decoupling Controller : Application to a Structure with Hidden Modes)

  • 하재훈;박영진;박윤식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.1334-1337
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    • 2006
  • System identification is the field of modeling dynamic systems from experimental data. As a modeling technique, we can mention finite element method (FEM). In addition, we are able to measure modal data as the experimental data. The system can be generally categorized into a gray box and black box. In the gray box, we know mathematical model of a system, but we don't know structural parameters exactly, so we need to estimate structural parameters. In the black box, we don't know a system completely, so we need to identify system from nothing. To date, various system identification methods have been developed. Among them, we introduce system realization theory which uses Hankel matrix and Eigensystem Realization Algorithm (ERA) that enable us to identify modal parameters from noisy measurement data. Although we obtain noise-free data, however, we are likely to face difficulties in identifying a structure with hidden modes. Hidden modes can be occurred when the input or output position comes to a nodal point. If we change a system using a mode decoupling controller, the hidden modes can be revealed. Because we know the perturbation quantities in a closed loop system with the controller, we can realize an original system by subtracting perturbation quantities from the closed loop system. In this paper, we propose a novel method to identify a structure with hidden modes using the mode decoupling controller and the associated example is given for illustration.

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Nitrobenzene을 guest로 포접한 3차원 금속착체 포접화합물의 결정구조 (Crystal Structure of the Three-Dimensional Metal Complex Inclusion Compound Clathrated Nitrobenzene Guest)

  • 박기민;박상윤;이욱;이와모토 토시타케
    • 대한화학회지
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    • 제40권7호
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    • pp.509-514
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    • 1996
  • 3차원 금속착체 포접화합물 $Cd(pn)Ni(CN)_4{\cdot}0.5NO_2C_6H_5$(pn: 1,2-diaminopropane=propylenediamine)은 사방정계 공간군 $Pn2_1$a로, a=13.868(5), b=26.591(4), c=7.840(1)${\AA}$, V=2891(1)${\AA}^3$, Z=4이며, 28000개의 독립적인 회절반점에 대한 R값은 0.054이다. 이 포접화합물의 host구조는 가지 달린 지방족 guest 분자를 포접한 포접화합물의 host 구조(T-type)와 같다. Nitrobenzene guest 분자는 T-type의 nodal형 턴넬속에 안정하게 포접되는데, 이는 node 위치체 pn-amino group이 놓이고, antinode 위치에 부피가 큰 방향조 고리가 놓이며, 이들 사이에 극성인 nitro group이 있기 때문이다. 턴넬형의 포접골간을 갖는 금속착체 $Cd(pn)Ni(CN)_4$의 host 구조가 가지 달린 방향족 guest 분자를 포접하고 있다.

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