• 제목/요약/키워드: nonlinear compression

검색결과 454건 처리시간 0.024초

구조시스템에 따른 케이블 돔의 정적 불안정거동 특성에 관한 연구 (A Study of Static Unstable Behavioral Characteristics of Cable Dome Structures according to the Structural System)

  • 조인기;김형석;김승덕;강문명
    • 한국공간정보시스템학회:학술대회논문집
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    • 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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    • pp.131-138
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    • 2004
  • The cable structure is a kind of ductile structural system using the tension cable and compression column as a main element. From mechanical characteristics of the structural material, it is profitable to be subjected to the axial forces than bending moment or shear forces. And we haweto consider the local buckling when it is subjected to compression forces, but tension member can be used until the failure strength. So we can say that the tension member is the most excellent structural member. Cable dome structures are made up of only the tension cable and compression column considering these mechanical efficiency and a kind of structural system. In this system, the compression members are connected by using tension members, not connected directly each other. Also, this system is lightweight and easy to construct. But, the cable dome structural system has a danger of global buckling as external load increases. That is, as the axisymmetric structure is subjected to the axisymmetric load, the unsymmetric deformation mode is happened at some critical point and the capacity of the structure is rapidly lowered by this reason. This phenomenon Is the bifurcation and we have to reflect this in the design process of the large space structures. In this study, We investigated the nonlinear unstable phenomenon of the Geiger, Zetlin and Flower-type cable dome.

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조합하중을 받는 해양구조물 원통부재의 최동강도 해석 (Utimate strength analysis of cylindrical members of offshore structure subject to combined loads)

  • 박치모
    • 한국해양공학회지
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    • 제11권2호
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    • pp.11-17
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    • 1997
  • Simple and efficient way of nonlinear analysis considering elasto-plastic large deformation is introduced to calculate the strength of ring-stiffened cylinears subject to combined load of axial compression and lateral pressure. Parametric study gives various collapse modes according to the combination ratio of axial compression and lateral pressure, interaction between axial compression and lateral pressure and imperfection sensitivity of ultimate strength.

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슬라이딩 모드를 이용한 로보트 매니퓰레이터의 실시간 제어에 관한 연구 (Study on Real Time Control of Robot Manipulator Using Sliding Mode)

  • 이민철
    • 대한기계학회논문집
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    • 제16권11호
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    • pp.2011-2020
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    • 1992
  • 본 연구에서는 실용성을 중시하는 산업계의 요구에 부응하여 해석이 용이하면 서도 강인성을 갖춘 제어 알고리즘을 제안하여 실시간 제어가 가능한 시스템을 구축해 실험적으로 검토하였다. 매니퓰레이터와 서보계의 다이내믹스를 나타내는 미분방정 식은 선형요소와 비선형요소의 합으로 생각할 수 있다. 여기서 매니퓰레이터의 비선 형요소를 외란으로 간주해 슬라이딩 모드를 적용하므로 매니퓰레이터의 자유도가 높아 도 비교적 간단히 슬라이딩 모드의 존재 조건식으로 부터 절환 파라미터가 구해져 슬 라이딩 모드를 발생시킬 수 있는 알고리즘을 도출할 수가 있음을 보였다. 비선형요 소를 외란으로 간주하였을때 로보트 매니퓰레이터가 슬라이딩 모드에 들어갈 수 있도 록 외란에 대응하는 절환 제어입력을 종래의 방식대로 부가하면 이 제어입력으로 인해 채터링(chattering)이 증가하게 됨이 확인되었으며, 이러한 채터링을 줄일 수 있도록 새로운 절환 제어입력의 알고리즘을 도출하여 검토하였다.

전산화단층촬영의 선형과 비선형변환에 의한 영상압축 (Image Compression by Linear and Nonlinear Transformation of Computed Tomography)

  • 박재홍;유주연
    • 한국방사선학회논문지
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    • 제13권4호
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    • pp.509-516
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    • 2019
  • 전산화단층촬영에서 선형 및 비선형변환방법을 이용하여 탐색밀도에 따른 압축률과 최대신호대 잡음비를 구하여 의료영상 압축의 화질에 대하여 알고자 한다. 선형변환방법은 원 영상을 여러 개의 레인지블록으로 나눈 후 각각의 레인지블록에 대하여 영상내의 존재하는 최적의 도메인블록을 찾는 부분변환시스템을 사용하여 닮은 블록을 찾아서 압축율과 화질의 성능을 조정가능 하므로 비선형변환방법은 8개의 셔플변환 중에서 회전변환만을 이용하는데, 한정된 도메인블록에서만 탐색이 이루어지므로 영상내의 임의의 블록에 대하여 도메인블록을 탐색하는 선형변환방법보다는 부호화 시간이 빠르나 실제 영상에서 레인지블록에 대한 최적의 도메인블록을 선택할 수 없기 때문에 성능은 다른 방법에서 보다 떨어질 수 있어서 비선형변환방법은 최적의 도메인블록을 선택하는 대신 밝기계수 변환의 근사화 정도를 높여서 성능을 개선하고, 블록의 크기가 작을수록 최대신호대 잡음비(PSNR;peak signal to noise ratio)값은 높아지며 블록의 크기가 클수록 압축비가 높아지므로 최적으로 영상을 부호화하기 위해 퀴드트리 블록분할을 하였다.

FUZZY NONLINEAR RANDOM VARIATIONAL INCLUSION PROBLEMS INVOLVING ORDERED RME-MULTIVALUED MAPPING IN BANACH SPACES

  • Kim, Jong Kyu;Salahuddin, Salahuddin
    • East Asian mathematical journal
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    • 제34권1호
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    • pp.47-58
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    • 2018
  • In this paper, we consider a fuzzy nonlinear random variational inclusion problems involving ordered RME-multivalued mapping in ordered Banach spaces. By using the random relaxed resolvent operator and its properties, we suggest an random iterative algorithm. Finally both the existence of the random solution of the original problem and the convergence of the random iterative sequences generated by random algorithm are proved.

비선형 성분을 외한으로 간주했을때의 매니퓰레이터의 슬라이딩 모드제어 (Sliding mode control of manipulator whose nonlinear components are regarded as external disturbance)

  • 이민철
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1991년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 22-24 Oct. 1991
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    • pp.286-291
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    • 1991
  • This paper discusses sliding made control of robot manipurators assuming that nonlinear terms, which are inertia term, Coriolis force term and centrifugal taffn, are external disturbances. We obtained the unknown parameter of its linear terms by Signal Compression Method. We propose a new control input algorithm to decrease chattering in the application of sliding mode control of manipulator whose nonlinear components are regarded as disturbances. In this experiments, we used DSP(Digital Signal Processor) controller to suppress chattering by obtaining a quick switching speed.

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탑상형 원통쉘의 휨내력에 관한 기하학적 비선형 해석 (Geometrically Nonlinear Analysis of Cantilevered Cylindrical Shells under Lateral Load)

  • 최현식
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1993년도 가을 학술발표회논문집
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    • pp.55-62
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    • 1993
  • Elastic failures of cantilevered cylindrical shells subject to lateral load are caused mainly by geometrical nonlinearlity. Geometerally nonlinear analysis is call for so as to investigate failure mechanisms. In this paper the geometericlly nonlinear analysis of cantilevered cylindrical shells under transverse load by the Rayleigh-Ritz Method is presented to examine the collapse loads and the process of cross-sectional deformations. The critical stress for relatively long cylinders have a tendency to show low level in comparison with the classical buckling stress for compression.

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연속체 손상역학에 따른 구조재료의 유한요소해석 (Finite element analysis of the structural material by the theory of continuum damage mechanics)

  • 김승조;김위대
    • 오토저널
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    • 제13권3호
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    • pp.58-67
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    • 1991
  • A theory of continuum damage mechanics based on the theory of materials of type N was developed and its nonlinear finite element approximation and numerical simulation was carried out. To solve the finite elastoplasticity problems, reasonable kinematics of large deformed solids was introduced and constitutive relations based on the theory of materials of type-N were derived. These highly nonlinear equations were reduced to the incremental weak formulation and approximated by the theory of nonlinear finite element method. Two types of problems, compression moulding problem and pure bending problem, were solved for aluminum 2024.

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LOCAL APPROXIMATE SOLUTIONS OF A CLASS OF NONLINEAR DIFFUSION POPULATION MODELS

  • Yang, Guangchong;Chen, Xia;Xiao, Lan
    • Nonlinear Functional Analysis and Applications
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    • 제26권1호
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    • pp.83-92
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    • 2021
  • This paper studies approximate solutions for a class of nonlinear diffusion population models. Our methods are to use the fundamental solution of heat equations to construct integral forms of the models and the well-known Banach compression map theorem to prove the existence of positive solutions of integral equations. Non-steady-state local approximate solutions for suitable harvest functions are obtained by utilizing the approximation theorem of multivariate continuous functions.

시간과 공간정보를 이용한 무손실 압축 알고리즘 (Lossless Compression Algorithm using Spatial and Temporal Information)

  • 김영로;정지영
    • 디지털산업정보학회논문지
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    • 제5권3호
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    • pp.141-145
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    • 2009
  • In this paper, we propose an efficient lossless compression algorithm using spatial and temporal information. The proposed method obtains higher lossless compression of images than other lossless compression techniques. It is divided into two parts, a motion adaptation based predictor part and a residual error coding part. The proposed nonlinear predictor can reduce prediction error by learning from its past prediction errors. The predictor decides the proper selection of the spatial and temporal prediction values according to each past prediction error. The reduced error is coded by existing context coding method. Experimental results show that the proposed algorithm has better performance than those of existing context modeling methods.