• Transactions of the Korean Society of Mechanical Engineers A
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• v.26 no.5
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• pp.904-913
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• 2002

In this paper, the dynamic stress intensity factors of fracture mechanics are numerically computed in time domain using the FEM. For which the finite element formulations are derived applying the Galerkin method to the equations of motion in convolution integral as has been presented in the previous paper. To assure the strain fields of r$^{-1}$ 2/ singularity near the crack tip, the triangular quarter-point singular elements are imbedded in the finite element mesh discretized by the isoparametric quadratic quadrilateral elements. Two-dimensional problems of the elastodynamic fracture mechanics under the impact load are solved and compared with the existing numerical and analytical solutions, being shown that numerical results of good accuracy are obtained by the presented method.

• Journal of the Korean Society of Groundwater Environment
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• v.2 no.1
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• pp.9-13
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• 1995

In the stream-aquifer setting, this study evaluated the effects of spatial variability in nonpoint sources and hydraulic conductivity on groundwater outflow concentration history. Monte Carlo experiments based on the advection-dispersion equation were used to determine the statistical moments of groundwater outflow concentration history. The comparison between a spatially distributed model and spatially integrated model (SID) was made in order to examine the possibility of applying SID to the problems of nonpoint source groundwater pollution.

• Journal of Ocean Engineering and Technology
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• v.17 no.2
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• pp.27-33
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• 2003

본 논문에서는 측정된 가속도신호만을 사용하여 변위응답을 추정하는 시간영역과 주파수영역에서의 동적 응답변환 알고리즘을 제시하였다. 본 알고리즘에서 사용되는 변환변위응답은 속도와 변위성분의 초기조건에 대한 정보 없이 측정된 가속도신호의 적분에 의하여 계산되며 실제 변위응답과 상관관계를 갖는다. 이에 측정된 구조물의 동적응답이 무재하부분과 자유진동부분을 포함하고 있을 때 변환응답을 보정하여 초기치 문제를 해결할 수 방법을 제시함으로써 가속도신호만을 사용하여 실제 변위응답을 추정할 수 있도록 하였다. 제시된 응답변환 알고리즘의 타당성을 평가하기위해 실교량에 대한 현장시험자료를 적용하여 변위응답을 추정하고 실측된 동적 변위와 비교하였다. 또한, 주파수영역에서의 응답변환에서 적분구간을 상이하게 사용함으로써 동적성분과 정적성분으로 분리된 추정응답을 평가할 수 있었으며 이에 따른 충격계수의 계산은 신뢰성 있는 평가방법임을 확인하였다.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2000.04a
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• pp.23-28
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• 2000

The Green integral equation for the calculation of the forward-speed time-harmonic radiation-diffraction potentials IS derived. The forward-speed Green function presented by Brard is used and the correct free surface boundary condition for the Green function is imposed. The cause of the mistakes in the existing Green integral equation is also pointed out.

• Journal of Advanced Marine Engineering and Technology
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• v.30 no.6
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• pp.753-759
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• 2006

Integrating processes are frequently encountered in process industries. In this paper, new tuning formulae of the PID controllers for set-point tracking and load disturbance rejection are presented for integrating processes involving time delay. First, the controller parameter sets are tuned using a real-coded genetic algorithm (RCGA) such that performance criterion(IAE, ISE or ITSE) is minimized. Then, tuning rules are addressed using tuned PID parameter sets. tuning model and another RCGA. The performances of the proposed rules are tested on two processes.

• Electrical & Electronic Materials
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• v.5 no.4
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• pp.430-438
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• 1992

본 논문은 단로기의 조작 또는 전력기기의 고장시에 흐르는 급준성 대전류에 의하여 발생하는 자계의 측정이 가능한 새로운 센서의 개발에 대하여 기술한다. 동축케이블을 이용한 자기적분형 자계센서의 동작원리 및 설계방법 등에 대하여 이론적으로 해석하고 인가된 자계에 대한 센서응답을 정확하게 결정할 수 있는 교정실험을 수행하였다. 또한 센서의 동작원리에 상응하는 이론적 모델을 제안하였다. 시제작된 자계센서는 적분저항의 증가와 더불어 감지전압이 상승하고 감쇠시간은 줄어드는 특성을 나타내었다. 과도대전류에 의하여 유발되는 방사자계는 거리의 제곱에 반비례하는 특성을 보였으며 전자기기의 보호를 위한 전자차폐장치의 설계시 방사자계성분에 대한 영향을 고려하여야 됨을 확인하였다.

• Journal of the Society of Naval Architects of Korea
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• v.28 no.1
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• pp.27-37
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• 1991

In this paper the nonlinear free surface flows for an axisymmetric submerged body oscillating beneath the free surface are solved and the forces acting on the body are calculated. A boundary integral method is applied to solve the axisymmetric boundary value problem and the Runge-Kutta 4-th order method is used for the time stepping of the free surface location. The nonlinear forces acting on the axisymmetric body are computed and compared with published results.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.719-722
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• 2011

본 연구에서는 이동최소제곱 차분법을 2차원 동적고체문제를 해석하기 위하여 확장시켰으며 Newmark ${\beta}$ 방법을 통해 explicit와 implicit 시간적분법을 모두 적용하여 그 차이를 비교하였다. 이동최소제곱 차분법은 Taylor 다항식을 이용하여 미분계산을 근사화 함으로써 내부 및 경계에서도 강형식을 그대로 이용할 수 있다. 그래서 계산이 빠르고 수치적분이 필요하지 않아 무요소법의 장점을 잘 살릴 수 있고 해석차수를 손쉽게 조정할 수 있어 cubic 등의 고차 근사계산이 간편하다. 두 가지 수치예제를 통하여 동적해석에 대한 이동최소제곱 차분법의 적용성과 안정성을 검증하였다.

• The Transactions of The Korean Institute of Electrical Engineers
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• v.65 no.3
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• pp.457-462
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• 2016

In this paper, we consider the stability of time-delayed linear systems. To derive an LMI form of result, the integral inequality is essential, and Jensen's integral inequality was the best in the last two decades until Seuret's integral inequality is appeared recently. However, these two are proportional to the inverse of integration interval, so another integral inequality is needed to make it in the form of LMI. In this paper, we derive an integral inequality which is proportional to the integration interval which can be easily converted into LMI form without any other inequality. Also, it is shown that Seuret's integral inequality is a special case of our result. Next, based on this new integral inequality, we derive a stability condition in the form of LMI. Finally, we show, by well-known two examples, that our result is less conservative than the recent results.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.27 no.9
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• pp.1579-1588
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• 2003

In this paper, the finite element equations for the transient linear viscoelastic stress analysis are presented in time domain, whose variational formulation is derived by using the Galerkin's method based on the equations of motion in time integral. Since the inertia terms are not included in the variational formulation, the time integration schemes such as the Newmark's method widely used in the classical dynamic analysis based on the equations of motion in time differential are not required in the development of that formulation, resulting in a computationally simple and stable numerical algorithm. The viscoelastic material is assumed to behave as a standard linear solid in shear and an elastic solid in dilatation. To show the validity of the presented method, two numerical examples are solved nuder plane strain and plane stress conditions and good results are obtained.