• 제목/요약/키워드: Unbounded domain

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FDTD법을 이용한 마이크로스트립 안테나의 전자파 특성에 관한 연구 (A Study on the Electromagnetic wave properties of microstrip antenna using finite difference time domain method)

  • 홍용인;정명덕;홍성일;이흥기
    • 한국정보통신학회논문지
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    • 제2권4호
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    • pp.653-660
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    • 1998
  • 본 연구는 시간영역 유한 차분법(finite difference-time domain method:FDTD)을 이용하여 마이크로스트립 배열 안테나의 전자계 특성들을 해석한다. 직각좌표계에서 맥스웰 방정식의 유한차분 방정식을 정의하였으며, 자유공간과 같은 무한영역해석을 위해서 Mur의 흡수경계조건을 이용하였다 마이크로스트립 배열 안테나를 단위격자 구조로 모델링한 후 시간영역에서 필드분포를 도시하였다.

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FDTD 알고리즘을 이용한 누설 동축 케이브르이 전파 특성 해석 (An analysis of electromagnetic wave properties of the leaky coaxial cable using the finite difference time domain algorithm(FDTD))

  • 홍용인;손동인;김태원;김정기;남호석
    • 전자공학회논문지A
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    • 제33A권5호
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    • pp.94-101
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    • 1996
  • The purpose of this paper is to analyze the field distribution and the current distribution of leaky coaxial cable with the finite difference-tiem domain(FDTD) algorithm. finite difference equations of maxwell's equations are defined in cylindrical coordinate systems. To simulate the unbounded problem like a free space, the Mur's absorbing boundary conditon is also used. After modeling the leaky coaxial cable with the three dimensional grid structure, the transient resoponse of th efield distribution and the current distribution are depicted in the time domain.

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유한차분시간영역 알고리듬을 이용한 마이크로스트립 패치 배열 안테나 특성해석 (Analysis of microstrip patch array antenna characteristics using finite difference time domain algorithm)

  • 홍용인
    • 한국정보통신학회논문지
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    • 제2권2호
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    • pp.197-205
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    • 1998
  • 본 연구는 유한 차분법 시간 영역 알고리듬을 이용하여 배열 안테나의 전자계 특성들을 해석한다. 원통좌표 계에서 맥스웰 방정식의 유한차분 방정식을 정의하였으며, 자유공간과 같은 무한영역해석을 위해서 Mur의 흡수경계조건을 이용하였다. 배열 안테나를 단위격자 구조로 모델링한 후 시간영역에서 필드분포를 도시하였다.

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무요소법과 무한요소의 결합에 관한 연구 (Combination of Element-Free Galerkin Method and Infinite Elements)

  • 이상호;김태연
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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    • pp.76-83
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    • 2001
  • In this study, a new method coupling of Element-Free Galerkin(EFG) method and Infinite Elements(IE) method is presented for extending application of the EFG method to engineering problems in unbounded domain. EFG method and IE method are briefly reviewed, and then the coupling procedure of the two methods is proposed. Numerical Algorithm by way of EFG-lE coupling technique is also developed. Numerical results illustrate the performance of the proposed technique. The accuracy of numerical solutions by the developed algorithm is guaranteed in comparing those of the other methods.

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수중 산란체의 수치적 산란해석 (Wave Scattering Analysis of Scatterers Submerged in Water by Using a Hybrid Numerical Approach)

  • 김재환;김세환
    • 한국음향학회지
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    • 제19권4호
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    • pp.84-92
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    • 2000
  • 본 논문에서는 유한요소와 무한요소를 사용하여 수중 산란체의 산란해석을 수행하였다. 무한영역을 유한영역으로 나누어 유한영역은 유한요소를 사용하여 모델링하고 무한/유한 영역의 경계면에서는 비반사조건을 만족시키기 위하여 무한요소를 사용하되 파동 특성이 가미된 IWEE(Infinite Wave Envelope Element)를 사용하였다. 수중 강체구의 산란해석에 유한요소의 차수, 크기 및 유한요소 모델 그리고 IWEE가 미치는 영향을 살펴보았다. 수치적 산란해석에서 인위적 반사를 줄이기 위해서는 유한요소와 IWEE의 연결을 유연하게 하기 위하여 유한요소는 잘게 나누거나 이차요소를 사용하는 것이 좋으며 IWEE에서는 고차를 사용하는 것이 바람직하다.

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Transient soil-structure interaction with consistent description of radiation damping

  • Zulkifli, Ediansjah;Ruge, Peter
    • Structural Engineering and Mechanics
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    • 제33권1호
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    • pp.47-66
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    • 2009
  • Radiation damping due to wave propagation in unbounded domains may cause a significant reduction of structural vibrations when excited near resonance. Here a novel matrix-valued algebraic Pad$\acute{e}$-like stiffness formulation in the frequency-domain and a corresponding state equation in the time domain are elaborated for a soil-structure interaction problem with a layered soil excited in a transient manner by a flexible rotor during startup and shutdown. The contribution of radiation damping caused by a soil-layer upon a rigid bedrock is characterized by the corresponding amount of critical damping as it is used in structural dynamics.

SINGULARITY ESTIMATES FOR ELLIPTIC SYSTEMS OF m-LAPLACIANS

  • Li, Yayun;Liu, Bei
    • 대한수학회지
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    • 제55권6호
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    • pp.1423-1433
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    • 2018
  • This paper is concerned about several quasilinear elliptic systems with m-Laplacians. According to the Liouville theorems of those systems on ${\mathbb{R}}^n$, we obtain the singularity estimates of the positive $C^1$-weak solutions on bounded or unbounded domain (but it is not ${\mathbb{R}}^n$ and their decay rates on the exterior domain when ${\mid}x{\mid}{\rightarrow}{\infty}$. The doubling lemma which is developed by Polacik-Quittner-Souplet plays a key role in this paper. In addition, the corresponding results of several special examples are presented.

파수 영역에서 지향성 구조-음향 연성 방사체 설계 (Design of Directional Structural-Acoustic Coupled Radiator in Wave Number Domain)

  • 서희선;김양한
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.240-243
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    • 2005
  • A design procedure using spatial Fourier transform is presented for a structural-acoustic coupled radiator that can emit sound in the desired direction with high power and low side lobe level. The design procedure consists of three steps. Firstly, the structural-acoustic coupled radiator is chosen to obtain strong coupling between structural vibration and acoustic pressure. The radiator is composed by two spaces which are separated by a wall. Spaces can be categorized as reverberant finite space and unbounded semi-infinite space, and the wall are composed of two plates and an opening. The velocities on the wall are predicted. Secondly, directivity and energy distribution of radiator are predicted in wave number domain using spatial Fourier transform. Finally, optimal design variables are calculated using a dual optimal algorithm. Its computational example is presented including the directivity and resulting pressure distribution using proposed procedure.

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동적 지반-구조물 상호작용해석을 위한 무한요소법의 개발 및 응용사례 (Development and Applications of Infinite Elements for Dynamic Soil-Structure Interaction Analysis)

  • 윤정방;양신추;김재민;최준성;김두기;서춘교;장수혁;박경래
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.14-19
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    • 2008
  • This paper presents dynamic infinite element formulations which have been developed for soil-structure interaction analysis both in frequency and in time domains by the present authors during the past twenty years. Axisymmetric, 2D and 3D layered half-space soil media were considered in the developments. The displacement shape functions of the infinite elements were established using approximate expressions of analytical solutions in frequency domain to represent the characteristics of multiple waves propagating into the unbounded outer domain of the media. The proposed infinite elements were verified using benchmark examples, which showed that the present formulations are very effective for the soil-structure interaction analysis either in frequency or in time domain. Example applications to actual interaction problems are also given to demonstrate the capability and versatility of the present methodology.

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