• 제목/요약/키워드: isotropic design

검색결과 210건 처리시간 0.029초

Buckling of symmetrically laminated quasi-isotropic thin rectangular plates

  • Altunsaray, Erkin;Bayer, Ismail
    • Steel and Composite Structures
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    • 제17권3호
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    • pp.305-320
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    • 2014
  • The lowest critical value of the compressive force acting in the plane of symmetrically laminated quasi-isotropic thin rectangular plates is investigated. The critical buckling loads of plates with different types of lamination and aspect ratios are parametrically calculated. Finite Differences Method (FDM) and Galerkin Method are used to solve the governing differential equation for Classical Laminated Plate Theory (CLPT). The results calculated are compared with those obtained by the software ANSYS employing Finite Elements Method (FEM). The results of Galerkin Method (GM) are closer to FEM results than those of FDM. In this study, the primary aim is to conduct a parametrical performance analysis of proper plates that is typically conducted at preliminary structural design stage of composite vessels. Non-dimensional values of critical buckling loads are also provided for practical use for designers.

소형 이극안테나를 이용한 전계강도 프로브의 설계 및 제작 (Design and Fabrication of an Electric-Field Probe Using Short Dipole Antennas)

  • 김혁제;박동철;이애경;심환우
    • 한국전자파학회지:전자파기술
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    • 제6권1호
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    • pp.3-9
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    • 1995
  • An isotropic electric-field probe, capable of characterizing and quantifying electromagnetic field, was fabricated. The probe consists of three short dipole antennas, a beam-lead Schottky diode and the high resistive transmission line. In order to get the isotropic response three mutually orthogonal dipoles are configured to form the probe. The probe's short dipole elements allow measurements of electric fields from 300MHz to 2GHz with a flatness of .+-. 2.9dB. The mutually orthogonal dipole configration shows a .+-. 1.2dB deviation in the isotropic response with respect to angle.

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고투자율 등방성 자기 물질을 이용한 공진형 마그네토미터 개발 (Development of Resonant-Type Magnetometer Using High Permeability Isotropic Magnetic Material)

  • 임정빈;심영호;안영섭
    • 해양환경안전학회지
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    • 제11권1호
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    • pp.29-37
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    • 2005
  • 본 논문에서는 고투자율 등방성 자기물질을 이용한 공진형 마그네토미터(Resonant-type Magnetometer, RM)의 설계와 개발에 관하여 기술하였다. 먼저, 자기 물질에 감은 코일의 인덕턴스 L과 등방성 고투자율 자기 물질에서 나타나는 투자율 u(H) 사이의 기본이론을 정립하였다. 다음으로, L 의 변화를 간단한 슈미트 트리거 회로를 이용하여 주파수로 획득할 수 있는 RM회로를 구현하였다. RM의 측정능력을 평가하기 위한 선회실험을 통하여 RM의 지구자장 성분 측정 가능성을 확인하였다.

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Design of Composite Material Structures

  • Kim, Duk-Hyun-
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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    • pp.5-14
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    • 1991
  • The basic rules and principles for designing structures with composite materials are briefly and intensively presented. The proposed design steps are explained. For preliminary design, use of quasi-isotropic properties is proposed. The validity of this proposal will be reported by separate papers.

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Thin Wire와 SRR을 이용한 3D 등방성 Metamaterial Bulk 구조 설계 및 분석 (Design and Analysis of 3D Isotropic Metamaterial Bulk Structure Using Thin Wire and SRR)

  • 김충주;이범선
    • 한국전자파학회논문지
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    • 제22권9호
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    • pp.919-925
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    • 2011
  • 본 논문에서는 thin wire와 SRR(Split Ring Resonator)을 이용하여 유전율과 투자율을 동시에 제어할 수 있는 3D 등방성 단일 셀을 설계하고 분석해 살펴보았다. 등방성을 갖는 3D bulk 구조를 설계하기 위해서는 모든 면에서 바라본 bulk의 구조 특성이 매우 유사해야 한다. 이러한 구조를 구현하기 위하여 본 논문에서는 thin wire와 상하좌우가 모두 대칭인 SRR 구조를 설계하였으며, 이를 3D bulk 구조에 적용한 결과 8.72 GHz에서 모든 방향(x, y, z방향)에 대하여 유효 상대 유전율이 약 -0.6, 유효 상대 투자율이 약 -1.5, 그리고 굴절율이 -0.95인 3D 등방성 bulk가 설계되었다. 계산된 Brillouin 분산 다이어그램도 제안된 구조가 등방성에 유사하다는 것을 보여주었다.

가변 샌드위치 구조물의 형상최적설계 (Shape Optimal Design of Variable Sandwich Structure)

  • 박철민;박경진;이완익
    • 대한기계학회논문집
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    • 제17권9호
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    • pp.2162-2171
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    • 1993
  • Geneal Structure optimization is utilized to minimize the weight of structures while satisfying constraints imposed on stress, displacements and natural frequencies, etc. Sandwich structures consist of inside core and outside face sheets. The selected sandwich structures are isotropic sandwich beams and isotropic sandwich plate. The face sheets are treated as membrane and assumed to carry only tensions, while the core is assumed to carry only transverse shear. The characteristic of the varying area are considered by adding the projected component of the tension to the transverse shear. The bending theory and energy method are adopted for analyzing sandwich beams and plates, respectively. In the optimization process, the cost function is the weight of a structure, and a deflection and stress constraints are considered. Design variable are thickness and tapering coefficients which determine the shape of a structure. An existing optimization code is used for solving the formulated problems.

Possibility of Using the Classical Mechanics for the Preliminary Design of Laminated Composite Structures for Civil Construction

  • Kim, Duk-Hyun-
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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    • pp.115-120
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    • 1991
  • At the preliminary design stage, the orientations of laminae in a laminate are not known. This fact discourages the most of engineers from the beginning. If the quasi-isotropic constants are used, it halps the design engineer greatly to start his work. If conventional mechanics and elasticity theories can be used, the effort for design and analysis is greatly reduced. This paper reports the possibility of using the classical mechanics at the preliminary design stage for the laminated composite primary structure for civil construction. The result is quite promissing.

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Hyperpolar 변환 Sierpinski Carpet 모노폴 평판 안테나 설계 (Hyperpolar Sierpinski Carpet Monopole Planar Antenna Design)

  • 이갑수;이성춘
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2008년도 하계종합학술대회
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    • pp.339-340
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    • 2008
  • This paper presents a novel design of the printed hyperpolar-transformed Sierpinski Carpet (HSC) antenna. By hyperpolar transforming the Sierpinski carpet geometry, from isotropic scaling symmetry to equiangular scaling symmetry, we get improved performance rather than that of the general Sierpinski Carpet antenna. The design parameter and performance of the proposed monopole antenna are investigated by simulation. And we showed that proposed HSC geometry gives more freedom for wideband antenna design such as flare angle, (angular)scale factor.

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평면이방성 암반에서 선하중에 의한 응력분포 특성 (Stress Distribution Under Line Load in Transversely Isotropic Rock Mass)

  • 이연규
    • 터널과지하공간
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    • 제15권4호
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    • pp.288-295
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    • 2005
  • 암반은 여러 가지 지질학적 요인에 기인한 역학적 결함을 많이 포함하고 있기 때문에 이방성 거동을 보이는 경우가 대부분이다. 그러므로 안정한 암반구조물이나 암반기초의 설계를 위해서는 이방성 암반에서 응력분포의 특성을 이해하는 것이 매우 중요하다. 이 연구에서는 반무한 평면이방성 지반의 표면에 선하중이 작용할 때 지반에 야기되는 탄성응력 분포의 특성을 고찰하였다. 절리의 강성과 절리의 간격, 경사각이 응력분포 형태에 미치는 영향이 검토되었다. 절리면의 미끄러짐 조건으로 Mohr-Coulomb 식을 가정할 경우, 절리면을 통한 미끄러짐이 발생할 수 있는 영역에 대한 고찰도 수행되었다.

Algorithm of solving the problem of small elastoplastic deformation of fiber composites by FEM

  • Polatov, Askhad M.;Khaldjigitov, Abduvali A.;Ikramov, Akhmat M.
    • Advances in Computational Design
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    • 제5권3호
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    • pp.305-321
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    • 2020
  • In this paper is presented the solution method for three-dimensional problem of transversely isotropic body's elastoplastic deformation by the finite element method (FEM). The process of problem solution consists of: determining the effective parameters of a transversely isotropic medium; construction of the finite element mesh of the body configuration, including the determination of the local minimum value of the tape width of non-zero coefficients of equation systems by using of front method; constructing of the stiffness matrix coefficients and load vector node components of the equation for an individual finite element's state according to the theory of small elastoplastic deformations for a transversely isotropic medium; the formation of a resolving symmetric-tape system of equations by summing of all state equations coefficients summing of all finite elements; solution of the system of symmetric-tape equations systems by means of the square root method; calculation of the body's elastoplastic stress-strain state by performing the iterative process of the initial stress method. For each problem solution stage, effective computational algorithms have been developed that reduce computational operations number by modifying existing solution methods and taking into account the matrix coefficients structure. As an example it is given, the problem solution of fibrous composite straining in the form of a rectangle with a system of circular holes.