• Journal of electromagnetic engineering and science
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• 제18권3호
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• pp.154-159
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• 2018

In this paper, electromagnetic radiation from a slot array antenna enclosed by a Von Karman radome is analyzed by using the ray tracing method and Huygens's principle. We consider the rectangular slot array antenna and the Von Karman radome. The radiation patterns are calculated by using the surface currents of the radome to illustrate the electromagnetic behaviors of the radome-enclosed waveguide slot array antenna.

• 한국전자파학회논문지
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• 제22권12호
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• pp.1148-1154
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• 2011

본 논문에서는 IPO 방법을 사용하여 Ka-band Von Karman 레이돔을 해석한다. Ka-band에서 레이돔같은 큰 물체를 해석하기 위해서는 보통의 수치 방법을 사용하기 힘들다. 그리고 PO(Physical Optics) 방법은 다중 반사(multiple reflection)를 고려할 수 없어 레이돔 해석에서 중요한 파라미터인 부엽(sidelobe level) 해석의 정확도에 한계를 갖는다. 그러므로 본 논문에서는 Nystrom 기반 PO 방법을 사용하는 IPO 방법을 사용하여 Ka-band 레이돔 해석 방법을 제안하고, 정확도 검증을 위해 Ku-band 실험 데이터와 IPO 결과를 비교한다. 또 Ka-band 시뮬레이션을 통해 높은 주파수에도 제안된 IPO 방법이 사용할 수 있음을 수치적으로 보인다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2010년도 제34회 춘계학술대회논문집
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• pp.1-1
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• 2010

• Structural Engineering and Mechanics
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• 제66권5호
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• pp.621-629
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• 2018

By employing the nonlocal continuum field theory of Eringen and Von Karman nonlinear strains, this paper presents an analytical model for linear and nonlinear dynamics analysis of single-walled carbon nanotubes (SWNTs) conveying fluid with different boundary conditions. In the linear analysis the natural frequencies and critical flow velocities of SWNTs are computed. However, in the nonlinear analysis the effect of nonlocal parameter on nonlinear dynamics of cantilevered SWNTs conveying fluid is investigated by using bifurcation diagram, phase plane and Poincare map. Numerical results confirm existence of chaos as well as a period-doubling transition to chaos.

• 대한기계학회논문집
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• 제19권6호
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• pp.1363-1370
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• 1995

A nonlinear dynamic modeling method for simply supported structures undergoing large overall motion is suggested. The modeling method employs Rayleigh-Ritz mode technique and Von Karman nonlinear strain measures. Numerical study shows that the suggested modeling method provides qualitatively different results from those of the Classical Linear Cartesian modeling method. Especially, natural frequency variations and residual deformation due to membrane strain effects are observed in the numerical results obtained by the suggested modeling method.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 추계학술대회
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• pp.667-672
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• 2004

A modeling method for the modal analysis of cantilever plates undergoing in-plane translational acceleration is presented in this paper. Cartesian deformation variables are employed to derive the equations of motion and the resulting equations are transformed into dimensionless forms. To obtain the modal equation from the equations of motion, the in-plane equilibrium strain measures are substituted into the strain energy expression based on Von Karman strain measures. The effects of two dimensionless parameters (related to acceleration and aspect ratio) on the modal characteristics of accelerated plates are investigated through numerical studies.

• 대한기계학회논문집A
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• 제29권6호
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• pp.889-894
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• 2005

A modeling method for the modal analysis of cantilever plates undergoing in-plane translational acceleration is presented in this paper. Cartesian deformation variables are employed to derive the equations of motion and the resulting equations are transformed into dimensionless forms. To obtain the modal equation from the equations of motion, the in-plane equilibrium strain measures are substituted into the strain energy expression based on Von Karman strain measures. The effects of two dimensionless parameters (related to acceleration and aspect ratio) on the modal characteristics of accelerated plates are investigated through numerical studies.

• Coupled systems mechanics
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• 제10권1호
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• pp.79-102
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• 2021

In this paper we deal with instability problems of structures under nonconservative loading. It is shown that such class of problems should be analyzed in dynamics framework. Next to analytic solutions, provided for several simple problems, we show how to obtain the numerical solutions to more complex problems in efficient manner by using the finite element method. In particular, the numerical solution is obtained by using a modified Euler-Bernoulli beam finite element that includes the von Karman (virtual) strain in order to capture linearized instabilities (or Euler buckling). We next generalize the numerical solution to instability problems that include shear deformation by using the Timoshenko beam finite element. The proposed numerical beam models are validated against the corresponding analytic solutions.

• Coupled systems mechanics
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• 제13권3호
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• pp.187-200
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• 2024

This paper presents a numerical model for buckling analysis of slender piles, such as micropiles. The model incorporates geometric nonlinearities to provide enhanced accuracy and a more comprehensive representation of pile buckling behavior. Specifically, the pile is represented using geometrically nonlinear beams with the von Karman deformation measure. The lateral support provided by the surrounding soil is modeled using the spring approach, with the spring stiffness determined according to the undrained shear strength of the soil. The numerical model is tested across a wide range of pile slenderness ratios and undrained shear strengths of the surrounding soil. The numerical results are validated against analytical solutions. Furthermore, the influence of various pile bottom end boundary conditions on the critical buckling force is investigated. The implications of the obtained results are thoroughly discussed.

• 자원환경지질
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• 제40권6호
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• pp.739-749
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• 2007

탄성파 속도는 지층 물성에 따라 다양하게 분포한다. 탄성파 음원 모음도 상에 나타나는 이러한 특성은 균질 매질을 고려한 수치 모델링에서는 정상적으로 모사할 수 없으므로 무작위 불균질 매질을 고려한 수치 모델링이 필요하다. 본 연구에서는 불균질 매질 모델을 설정하고, 가우스 자기상관 함수, 지수 자기상관 함수, 폰 카르만 자기상관 함수를 이용하여 단순 지층 구조에 적용하고 각각의 특성을 살펴보았으며, 이 가운데 폰 카르만 자기상관 함수가 단파장 불균질 속도매질을 잘 표현함을 알 수 있었다. 가스 하이드레이트 수치모델링은 동해 현장자료를 바탕으로 해저면과 모델크기를 결정하였으며, 수치모델링 결과 폰 카르만 자기 상관함수가 불균질 지층구조를 포함하는 가스 하이드레이트 속도모델에서 산란현상을 가장 적절하게 구현함을 알 수 있었다. 또한 동해 탄성파 탐사자료의 탄성파 음원 모음도에서 나타나는 해저면 기인 강진폭 위상역전 반사파(BSR: bottom simulated reflector)와 산란파들이 불균질 수치 모형실험에서 적절하게 구현되었음을 알 수 있었다.