• 제목/요약/키워드: upper and lower solutions

검색결과 176건 처리시간 0.031초

QUASILINEARIZATION FOR SECOND ORDER SINGULAR BOUNDARY VALUE PROBLEMS WITH SOLUTIONS IN WEIGHTED SPACES

  • Devi, J.Vasundhara;Vatsala, A.S.
    • 대한수학회지
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    • 제37권5호
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    • pp.823-833
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    • 2000
  • In this paper, we develop the method of quasilinearization comvined with the methos of upper and lower solutions for singular second order boundary value problems in weighted spaces. The sequences constructed converge uniformly and monotonically to the unique of the second singular order boundary value problem. Further we prove the rate of convergence is quadratic.

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다공질 내부의 연소현상에 대한 수치적 연구( I ) (A Numerical Study on the Combustion Phenmena in Porous Media( I ))

  • 이용일;신현동
    • 대한기계학회논문집B
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    • 제20권1호
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    • pp.328-335
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    • 1996
  • The one-dimensional flame analysis was carried out to understand the combustion phenomena in porous media. The downstream as well as upstream solution corresponding to upper and lower solutions could be obtained. While upper flame temperature gets higher, lower flame temperature gets lower, as the flame approaches the central part of the combustor. The reason why upstream flame and downstream flame exist at the same flow condition is that the regions where net heat recirculation is identical exist in upstream and downstream of the combustor. In order for the downstream flame to be stabilized, more heats needed to be recirculated towards upstream because of larger radiation loss of downstream flame.

MONOTONE ITERATION SCHEME FOR A FORCED DUFFING EQUATION WITH NONLOCAL THREE-POINT CONDITIONS

  • Alsaedi, Ahmed
    • 대한수학회논문집
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    • 제22권1호
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    • pp.53-64
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    • 2007
  • In this paper, we apply the generalized quasilinearization technique to a forced Duffing equation with three-point mixed nonlinear nonlocal boundary conditions and obtain sequences of upper and lower solutions converging monotonically and quadratically to the unique solution of the problem.

Nonlinear Waves of a Two-Layer Compressible Fluid over a Bump

  • Kim H. Y.;Choi J. W.
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2000년도 춘계 학술대회논문집
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    • pp.113-119
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    • 2000
  • Two-dimensional steady flow of two immiscible, compressible fluids are considered when the temperature of each layer is constant. Both upper and lower fluids are bounded by two horizontal rigid boundaries with symmetric obstruction of compact support at the tourer boundary. By using asymptotic method, we derive the forced K-dV equation governing interfacial wave. Various solutions and numerical results are presented.

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COUETTE FLOW OF TWO IMMISCIBLE LIQUIDS BETWEEN TWO PARALLEL POROUS PLATES IN A ROTATING CHANNEL

  • Rani, Ch. Baby
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • 제19권1호
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    • pp.57-68
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    • 2015
  • When a straight channel formed by two parallel porous plates, through which two immiscible liquids occupying different heights are flowing a secondary motion is set up. The motion is caused by moving the upper plate with a uniform velocity about an axis perpendicular to the plates. The solutions are exact solutions. Here we discuss the effect of suction parameter and the position of interface on the flow phenomena in case of Couette flow. The velocity distributions for the primary and secondary flows have been discussed and presented graphically. The skin-friction amplitude at the upper and lower plates has been discussed for various physical parameters.

근사적인 해석법과 유한요소해석에 의한 터널붕괴하중 평가 (Assessment of Tunnel Collapse Load by Closed-Form Analytical Solution and Finite Element Analysis)

  • 이용주
    • 한국지반공학회논문집
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    • 제23권4호
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    • pp.185-197
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    • 2007
  • 한계해석법인 상 하계법은 점착성, 점착성-마찰성, 마찰성분만 가지는 지반에서의 주로 얕은 터널에 대한 안정수를 구하기 위해 발전되어 왔다. 그러나 점성이 없고 마찰성분만 존재하는 지반에서의 비교적 깊은 터널에 대한 이러한 해석법의 연장은 현재까지 그 연구가 드물게 진행되어왔다. 따라서 본 연구는 이러한 상황에서의 터널붕괴하중을 구하기 위한 근사적인 해석법으로 응력불연속장에 근거하는 하계법과 동적 파괴메카니즘에 근거하는 상계법을 각각 제안하였다. 이러한 해석법에 의한 터널붕괴하중은 수치해석과 기존의 경계해석법과 비교되었으며 특히, 터널 수평축 상에 위치하는 유한지반요소들에 대한 유한요소해석 결과와 잘 일치됨을 보여 주었다.

컨테이너 터미널에서의 트랜스퍼 크레인의 최적 운영 방안에 관한 연구 (A Study on the Optimal Routing Problem for a Transfer Crane)

  • 김후곤;김철한
    • 한국경영과학회지
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    • 제33권1호
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    • pp.35-49
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    • 2008
  • To load a container in a yard block onto a ship, a Transfer Crane (TC) moves to a target yard bay, then its hoist picks up a selected container and loads it onto a waiting Yard Truck (YT). An optimal routing problem of Transfer Crane is a decision problem which determines a given TC's the visiting sequence of yard-bays and the number of containers to transfer from each yard-bay. The objective is to minimize the travel time of the TC between yard-bays and setup time for the TC in a visiting yard. In this paper, we shows that the problem is NP-complete, and suggests a new formulation for it. Using the new formulation for the problem, we investigate some characteristics of solutions, a lower and upper bounds for it. Moreover, our lower and upper bound is very efficient to applying some instances suggested in a previous work.

Shock wave instability in a bent channel with subsonic/supersonic exit

  • Kuzmin, Alexander
    • Advances in aircraft and spacecraft science
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    • 제6권1호
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    • pp.19-30
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    • 2019
  • Two- and three-dimensional turbulent airflows in a 9-degrees-bent channel are studied numerically. The inner surfaces of upper and lower walls are parallel to each other upstream and downstream of the bend section. The free stream is supersonic, whereas the flow at the channel exit is either supersonic or subsonic depending on the given backpressure. Solutions of the Reynolds-averaged Navier-Stokes equations are obtained with a finite-volume solver ANSYS CFX. The solutions reveal instability of formed shock waves and a flow hysteresis in considerable bands of the free-stream Mach number at zero and negative angles of attack. The instability is caused by an interaction of shocks with the expansion flow formed over the convex bend of lower wall.

Hydrodynamic performance of a composite breakwater with an upper horizontal porous plate and a lower rubble mound

  • Liu, Yong;Li, Hua-Jun
    • Ocean Systems Engineering
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    • 제3권1호
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    • pp.55-70
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    • 2013
  • A composite breakwater with an upper horizontal porous plate and a lower rubble mound is proposed and studied in this work. By means of matched eigenfunction expansions, a semi-analytical solution is developed for analyzing the hydrodynamic performance of the breakwater. The semi-analytical solution is verified by known solutions for special cases and an independently developed multi-domain boundary element method solution. Numerical examples are given to examine the reflection, transmission and energy loss coefficients of the breakwater and the wave force acting on the horizontal porous plate. Some useful results are presented for engineering applications.