• 제목/요약/키워드: Finite-Difference Newton-Method

검색결과 64건 처리시간 0.023초

타원접촉의 탄성유체윤활 : 제2보 - 스핀운동의 영향 (An Elastohydrodynamic Lubrication of Elliptical Contacts : Part II - The Effect of Spin Motion)

  • 박태조
    • Tribology and Lubricants
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    • 제23권2호
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    • pp.49-55
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    • 2007
  • A numerical analysis of elastohydrodynamic lubrication of elliptical contacts with both rolling and spinning has been carried out. A finite difference method with non-uniform grid systems and the Newton-Raphson method are applied to solve the problems. The velocity vectors resulting from combined spinning and rolling/sliding motion lead to asymmetric pressure distributions and film shapes. Pressure distributions, film contours and variations of the minimum and central film thicknesses are compared with various spin-roll ratios. Reduction of the minimum film thickness under spinning is remarkable whereas the central film thickness is relatively less. The spin motion have large effect on variations of the minimum film thickness with load parameter which are small in pure rolling/sliding cases. Therefore present numerical scheme can be used in the analysis of general elliptical contact EHL problems and further studies are required.

구름/스핀 운동을 하는 경우의 타원접촉 EHL 유막두께 (Elastohydrodynamic Film Thickness in Elliptical Contacts with Rolling and Spinning)

  • 박태조
    • Tribology and Lubricants
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    • 제24권6호
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    • pp.355-361
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    • 2008
  • In highly stressed machine elements such as angular contact ball bearings and toroidal type traction drives, the elastohydrodynamic lubrication of elliptical contacts with both rolling and spinning motion are occur. In this paper, a finite difference method with non-uniform grid systems and the Newton-Raphson method are applied to solve the problems. Pressure distributions, film contours and variations of the minimum and central film thicknesses are compared with various ellipticity parameter, dimensionless speed and load parameter. The results showed that the spinning motion has significant influence especially on the film shapes. Reduction of the minimum film thickness under spinning is remarkable whereas the central film thickness is relatively less. Especially variations of the minimum film thicknesses with rolling velocity, load and ellipticity ratio are a great different from those of pure rolling. Therefore present numerical scheme can be used in the analysis of general elliptical contact EHL problems and further studies are required.

유한 베어링 모델링을 이용한 왕복동형 압축기 크랭크축의 동적 거동 및 윤활특성 해석 (Dynamic Behavior and Lubrication Characteristics of a Reciprocating Compressor Crankshaft by n Finite Bearing Model)

  • 김태종
    • Tribology and Lubricants
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    • 제18권6호
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    • pp.402-410
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    • 2002
  • In this study, a hydrodynamic analysis of the reciprocating compressor crankshaft considering a finite bearing modelling of the journal bearings used in small refrigeration compressors is performed. In the problem formulation of the compression mechanism dynamics, all corresponding hydrodynamic forces and moments are considered using the finite bearing analysis in order to determine the crankshaft trajectory at each step. The solution of the Reynolds' equation is determined numerically using a finite difference method and a Newton-Raphson procedure was employed in solving the dynamic equations of the crankshaft. The crankshaft orbits fur the finite bearing model and short bearing theory were used to compare the effect of the hydrodynamic farces of the journal bearings on the dynamic and lubrication characteristics of the crankshaft-journal bearing system. Results show that the finite bearing model for the journal bearings must be considered in calculating for the accurate dynamic characteristics of the reciprocating compressor crankshaft.

Accurate FDTD Dispersive Modeling for Concrete Materials

  • Chung, Haejun;Cho, Jeahoon;Ha, Sang-Gyu;Ju, Saehoon;Jung, Kyung-Young
    • ETRI Journal
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    • 제35권5호
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    • pp.915-918
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    • 2013
  • This work presents an accurate finite-difference time-domain (FDTD) dispersive modeling of concrete materials with different water/cement ratios in 50 MHz to 1 GHz. A quadratic complex rational function (QCRF) is employed for dispersive modeling of the relative permittivity of concrete materials. To improve the curve fitting of the QCRF model, the Newton iterative method is applied to determine a weighting factor. Numerical examples validate the accuracy of the proposed dispersive FDTD modeling.

Geometrically nonlinear analysis of a laminated composite beam

  • Akbas, Seref D.
    • Structural Engineering and Mechanics
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    • 제66권1호
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    • pp.27-36
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    • 2018
  • The objective of this work is to analyze geometrically nonlinear static analysis a simply supported laminated composite beam subjected to a non-follower transversal point load at the midpoint of the beam. In the nonlinear model of the laminated beam, total Lagrangian finite element model of is used in conjunction with the Timoshenko beam theory. The considered non-linear problem is solved considering full geometric non-linearity by using incremental displacement-based finite element method in conjunction with Newton-Raphson iteration method. There is no restriction on the magnitudes of deflections and rotations in contradistinction to von-Karman strain displacement relations of the beam. In the numerical results, the effects of the fiber orientation angles and the stacking sequence of laminates on the nonlinear deflections and stresses of the composite laminated beam are examined and discussed. Convergence study is performed. Also, the difference between the geometrically linear and nonlinear analysis of laminated beam is investigated in detail.

Numerical Solution of Nonlinear Diffusion in One Dimensional Porous Medium Using Hybrid SOR Method

  • Jackel Vui Lung, Chew;Elayaraja, Aruchunan;Andang, Sunarto;Jumat, Sulaiman
    • Kyungpook Mathematical Journal
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    • 제62권4호
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    • pp.699-713
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    • 2022
  • This paper proposes a hybrid successive over-relaxation iterative method for the numerical solution of a nonlinear diffusion in a one-dimensional porous medium. The considered mathematical model is discretized using a computational complexity reduction scheme called half-sweep finite differences. The local truncation error and the analysis of the stability of the scheme are discussed. The proposed iterative method, which uses explicit group technique and modified successive over-relaxation, is formulated systematically. This method improves the efficiency of obtaining the solution in terms of total iterations and program elapsed time. The accuracy of the proposed method, which is measured using the magnitude of absolute errors, is promising. Numerical convergence tests of the proposed method are also provided. Some numerical experiments are delivered using initial-boundary value problems to show the superiority of the proposed method against some existing numerical methods.

프로파일링을 한 원통형 로울러의 탄성유체윤활 (II) (Elastohydrodynamic Lubrication of a Profiled Cylindrical Roller (II))

  • 박태조;김경웅
    • 대한기계학회논문집
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    • 제15권6호
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    • pp.1975-1981
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    • 1991
  • 본 연구에서는 완전히 불균일한 격자계를 사용하여 프로파일링을 한 원통형로 울러의 프로파일링 시작점 부근에서의 압력분포 및 유막형상과 함께 무차원변수의 변 화에 따른 최소유막의 거동을 상세히 조사하고자 한다. 이 결과에서 실제 로울리 베 어링의 로울러 프로파일의 설계시에 적용할 수 있는 새로운 기준을 제시하고자 한다.

불균일 단면을 갖는 저장력 예인케이블의 동적해석을 위한 수치해석적 연구 (A Study on Numerical Simulation for Dynamic Analysis of Towed Low-Tension Cable with Nonuniform Characteristics)

  • 정동호
    • 한국전산구조공학회논문집
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    • 제16권1호
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    • pp.69-76
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    • 2003
  • 최근 들어 심해역에 대한 개발과 합섬섬유 재질 케이블의 발달로 인하여 저장력 케이블의 사용이 증가되었다. 저장력 케이블은 장력에 의한 복원력이 작기 때문에 대변위가 발생하게 되며, 따라서 기하학적 비선형이 강하게 나타나게 된다. 또한 해양환경에서는 유체 비선형도 작용하게 된다. 본 연구에서는 수치해석적 방법을 통하여 불균일하게 구성된 예인되는 저장력 케이블의 3차원 동적거동 해석을 수행한다. 수치해석에서는 유체 및 기하학적 비선형과 굽힘강성이 고려되며, 유한차분법(음해법)을 적용하여 풀이된다. 비선형 해를 구하기 위해서 뉴톤-랍슨 방법을 사용한다. 대형 행렬을 풀이하기 위하여 불록삼중대각행렬 풀이법이 적용되는데, 이 방법은 일반적인 행렬 풀이법인 가우스-조르단 방법에 비하여 계산시간을 상당히 줄일 수 있었다. 선배열 음탐 케이블에 대한 다양한 예제해석을 수행하였으며, 해석결과는 미국 우즈홀 해양연구소에서 개발된 프로그램 결과와 잘 일치하였다.

Large deflection analysis of a fiber reinforced composite beam

  • Akbas, Seref D.
    • Steel and Composite Structures
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    • 제27권5호
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    • pp.567-576
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    • 2018
  • The objective of this work is to analyze large deflections of a fiber reinforced composite cantilever beam under point loads. In the solution of the problem, finite element method is used in conjunction with two dimensional (2-D) continuum model. It is known that large deflection problems are geometrically nonlinear problems. The considered non-linear problem is solved considering the total Lagrangian approach with Newton-Raphson iteration method. In the numerical results, the effects of the volume fraction and orientation angles of the fibre on the large deflections of the composite beam are examined and discussed. Also, the difference between the geometrically linear and nonlinear analysis of fiber reinforced composite beam is investigated in detail.

Geometrically nonlinear analysis of functionally graded porous beams

  • Akbas, Seref D.
    • Wind and Structures
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    • 제27권1호
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    • pp.59-70
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    • 2018
  • In this paper, geometrically non-linear analysis of a functionally graded simple supported beam is investigated with porosity effect. The material properties of the beam are assumed to vary though height direction according to a prescribed power-law distributions with different porosity models. In the nonlinear kinematic model of the beam, the total Lagrangian approach is used within Timoshenko beam theory. In the solution of the nonlinear problem, the finite element method is used in conjunction with the Newton-Raphson method. In the study, the effects of material distribution such as power-law exponents, porosity coefficients, nonlinear effects on the static behavior of functionally graded beams are examined and discussed with porosity effects. The difference between the geometrically linear and nonlinear analysis of functionally graded porous beam is investigated in detail. Also, the effects of the different porosity models on the functionally graded beams are investigated both linear and nonlinear cases.