• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1991년도 봄 학술발표회 논문집
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• pp.84-90
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• 1991

Underground structures usually consist of rock masses or concretes which can be cracked or have cracks. This study aims to develop an analysis program which can deal with the effect of discontinuous behavior due to those cracks using the block theory. It is assumed that rock masses form blocks along the discontinuity lines, and deformation within the block is relatively small. The behavior of discontinuity plane of the structures is divided into sliding along the discontinuity plane. separation of discontinuity by tensile force, and degradation of asperity angle of discontinuity plane by external force with sliding of rock Basses. These behaviors are implemented using constitutive relation and relevent load-displacement relation defined through normal and shear stiffnesses. Time varying displacements and block velocities are calculated by explicit time stepping algorithm. The effect of rock supports including rockbolts is also considered, and the tending effects which occurs in relatively thin lining is also considered.

• 한국전자통신학회논문지
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• 제13권1호
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• pp.23-28
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• 2018

초전도 결정의 임계 온도 $T_{CH}$에서의 비열 불연속 폭을, Gibbs 자유 에너지에 관한 열역학 관계식과 임계 자기장 $H_{CT}$의 선형 모델을 이용하여, 인가 자기장 H의 함수로 이론적으로 구한다. 그리고 구한 비열 불연속 폭을 J. Kacmarcik 등에 의한 MgCNi3 초전도체 결정 대상의 실험 결과와 비교 분석한다. 여기서 구한 비열 불연속 폭은 초전도체 결정의 비열 점프 업 현상을 잘 설명한다.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제21권4호
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• pp.271-279
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• 2014

Let $T_l$ be a transformation on the interval [-1, 1] defined by Chebyshev polynomial of degree $l(l{\geq}2)$, i.e., $T_l(cos{\theta})=cos(l{\theta})$. In this paper, we consider $T_l$ as a measure preserving transformation on [-1, 1] with an invariant measure $\frac{1}{\sqrt[\pi]{1-x^2}}dx$. We show that If f(x) is a nonconstant step function with finite k-discontinuity points with k < l-1, then it satisfies the Central Limit Theorem. We also give an explicit method how to check whether it satisfies the Central Limit Theorem or not in the cases of general step functions with finite discontinuity points.

• Computers and Concrete
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• 제5권4호
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• pp.375-388
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• 2008

Crack opening governs many transfer properties that play a pivotal role in durability analyses. Instead of trying to combine continuum and discrete models in computational analyses, it would be attractive to derive from the continuum approach an estimate of crack opening, without considering the explicit description of a discontinuous displacement field in the computational model. This is the prime objective of this contribution. The derivation is based on the comparison between two continuous variables: the distribution if the effective non local strain that controls damage and an analytical distribution of the effective non local variable that derives from a strong discontinuity analysis. Close to complete failure, these distributions should be very close to each other. Their comparison provides two quantities: the displacement jump across the crack [U] and the distance between the two profiles. This distance is an error indicator defining how close the damage distribution is from that corresponding to a crack surrounded by a fracture process zone. It may subsequently serve in continuous/discrete models in order to define the threshold below which the continuum approach is close enough to the discrete one in order to switch descriptions. The estimation of the crack opening is illustrated on a one-dimensional example and the error between the profiles issued from discontinuous and FE analyses is found to be of a few percents close to complete failure.

• 물과 미래
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• 제21권2호
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• pp.173-182
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• 1988

St. Venant식에서 상대적으로 마찰경사항이 크고 연속적 파형이 유입하는 경우와 급격한 불연속 부위를 가진 충격파가 유입하는 경우에 유한차분 수치해의 특성을 비교하였다. 그 결과 단일 증감파에는 Keller Box 해법이 $0.5{\leq}{\theta}{\leq}1.0$, ${\theta}+{\psi}$=1로 두 매개변수를 정했을 때 정확도와 효율성, 안전성의 측면에서 가장 좋았다. 그러나 충격파에서는 Preissmann 형태의 매개변수 ${\psi}$(=0.5)를 사용하여야만 안정하였다. Lax-Wendroff, Richtmyer 해법은 Leap Frog에 비해 안정성에서, Lax-Fredrich 해법에 비해 정확성에서 더 좋은 방법임이 단일 증감파의 수치실험에서 나타났고, 충격파에서는 Lax-Fredrich가 다른 양해법들에 비해 과도한 수치적 dissipation을 Leap Frog은 느린 질량전달을 보였다.

• 대한기계학회논문집A
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• 제35권3호
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• pp.289-297
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• 2011

명시적 유한요소법은 비선형성이 많은 대형 문제를 푸는 데는 꼭 필요하지만 종종 그 결과의 해석에 있어서는 어려움이 수반된다. 특별한 경우, 가속도의 과도응답은 극심한 불연속, 과도한 노이즈 또는 앨리어싱이 발생하여 평가가 불가능할 때도 있다. 본 논문에서는 유한요소법의 명시적분에 의한 과도응답 및 응답스펙트럼의 새로운 후처리기법을 제안한다. 해석기에 의한 가속도 거동의 수치적인 에러를 제거하고 물리적인 가속도를 추출하기 위하여 가우스커널을 이용하는 평활화법을 제안하였다. 이 평활화는 신호처리 필터링 기법과 같이 복잡한 주파수에 대한 고려가 없이도 속도에 대한 결과와 응답스펙트럼을 참조함으로써 행해진다. 특히 가우스커널 평활화는 가속도의 피크 값을 잘 나타내면서도 평활도가 우수하였다. 제안된 평활화법에 의하여 부드러운 가속도는 물론 이를 이용하여 설계에서 필요한 층 응답스펙트럼을 구할 수 있다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 1999년도 추계 학술대회논문집
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• pp.48-58
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• 1999

The Characteristic Flux Difference Splitting (CFDS) scheme designed to adapt the characteristic boundary conditions at the wall and inflow/outflow boundary planes satisfies Roe's property U, although the CFDS Jacobian matrix is decomposed by a product of elaborate transformation matrices and explicit eigenvalue matrix. When the CFDS algorithm, thus a variant of Roe's scheme, is applied straightforwardly to hypersonic flows over a blunt body, the strong bow shock gradually breaks down near the stagnation point. This numerical instability is widely observed by many researchers employing flux-difference method, known in the literature as the carbuncle phenomenon. Many remedies have been proposed and resulted in partial cures. When the idea of Sanders et al. which identifies the minimum eigenvalues near the discontinuity present is applied to CFDS method, it is shown that the instability problem can be controlled successfully. A few flux splitting methods have also been tested and results are compared against the Nakamori's Mach 8 blunt body flow.

• Journal of Advanced Marine Engineering and Technology
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• 제22권5호
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• pp.670-679
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• 1998

The solution of hyperbolic equation with wave nature has sharp discontinuties in the medium at the wave front. Difficulties encounted in the numrtical solution of such problem in clude among oth-ers numerical oscillation and the representation of sharp discontinuities with good resolution at the wave front. In this work inviscid Burgers equation and modified heat conduction equation is intro-duced as hyperboic equation. These equations are caculated by numerical methods(explicit method MacCormack method Total Variation Diminishing(TVD) method) along various Courant numbers and numerical solutions are compared with the exact analytic solution. For inviscid Burgers equa-tion TVD method remains stable and produces high resolution at sharp wave front but for modified heat Conduction equation MacCormack method is recommmanded as numerical technique.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1995년도 춘계학술발표회논문집(2)
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• pp.643-650
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• 1995

A numerical method for treating transient diffusion Involving change of phase is presented. In other methods of dealing with this class of problems, the mass flux balance at the moving phase boundary requires explicit treatment of two distinct phases. The technique, originating from the apparent heat capacity method in transient heat conduction with the phase change, avoids the difficulty by transferring the concentration discontinuity at the boundary to smoothed physical property variations near the moving front. This technique accomodates the nonlinearities which preclude use of analytical solutions. It was tested against known analytical solutions for simple cases and turned out to be quite accurate.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.233-236
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• 2008

To analyze the saline intrusion in the place, such as an estuary, the three-dimensional numerical model is developed. In this study, the advection terms of the governing equations are discretized by upwind scheme. By using an explicit scheme for the longitudinal direction and an implicit scheme for the vertical direction, the numerical model is free from the restriction of temporal step size caused by a relatively small grid ratio. The equation of state is used to consider the density, and the scalar transport equation for salinity is employed the third order TVD to scheme to prevent unphysical oscillation near discontinuity. In order to verify saline intrusion, the numerical model is conducted to compare the previous model in the lock exchange. The present model generally show a good agreement with the previous one.