• 제목/요약/키워드: Stiff-ness

검색결과 6건 처리시간 0.018초

DEVELOPMENT OF PARALLEL COMPUTATION METHOD FOR THE p VERSION IN THE FINITE ELEMENT METHOD

  • Kim, Chang-Geun;Cha, Ho-Jung
    • Journal of applied mathematics & informatics
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    • 제6권2호
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    • pp.649-659
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    • 1999
  • This paper presents a parallel implementation of stiff-ness matrix calculation based on the processor farm model on a net-work of workstations running PVM programming environment. As the computational characteristics of stiffnes matrix exhibits good po-tentials for effective prallel computation the performance improve-ment is show to be almost linear with the number of sorkstations involved in the computation.

마그네틱 헤드 슬라이더의 극소 공기막에 대한 동특성 해석 (Dynamic analysis of magnetic head slider at ultra low clearance)

  • 장인배;한동철
    • 대한기계학회논문집
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    • 제14권6호
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    • pp.1487-1494
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    • 1990
  • 본 연구에서는 공기분자간 평균 자유비형거리(molecular mean free path)를 고려한 수정된 레이놀즈 방정식을 공기막 두께의 미소 교란항에 대하여 전개하여 비선 형 정적 평형방정식과 교란 미분방ㄹ정식을 구하였다. 비선형 정적 평형방정식을 슬 라이더의 정량적인 거동형태를 표시하므로 이를 이용하여 슬라이더의 정적특성을 구할 수 있다. 이에 반하여, 동적 교란미분 방정식은 슬라이더의 간극함수에 대한 각종 교란에 의하여 유발되는 반발압력을 정성적으로 나타내므로, 슬라이더의 외부교란에 대한 응답특성 및 자기복원특성 등을 구할 수 있다. 이러한 특성을 서스펜션에 부착 된 헤드 시스템의 운동방정식에 함께 고려하여 시스템의 동적 특성을 해석하고 슬라이 더의 설계변수가 이에 미치는 영향을 고찰하고저 한다.

벨로즈의 종방향 강성에 관한 연구 (A Study on the Axial stiffness of Bellows)

  • 왕지석
    • Journal of Advanced Marine Engineering and Technology
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    • 제23권4호
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    • pp.504-513
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    • 1999
  • Usually bellows are designed for the purpose of absorbing axial movement. To find out axial stiffness of bellows the axisymmetric shell theory using the finite element method is adopted in this paper. Bellows can be idealised by series of conical frustum-shaped elements because it is axisymmetric shell structure. The force required to deflect bellows axilly is a function of the dimensions of the bellows and the materials from which they are made. The displancements of nodal points due to small increment of force are calculated by the finite element method and the calculated nodal displacements are added to r-z cylinderical coordinates of nodal points. The new stiffness matrix of the system using the new coordinates of nodal points is adopted to calculate the another increments of nodal dis-placements that is the step by method is used in this paper. spring constant is analyzed according to the changing geometric factors of u-shaped bellows. The FEM results were agreed with experiment. Using developed FORTRAN PROGRAM spring constant can be predicted by input of a few factors.

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키토산-폴리우레탄 혼합용액(混合溶液)으로 처리(處理)된 면직물(綿織物)의 KES에 의한 태분석(態分析) (I) (A Study on the Handle of Cotton Fabric treated with Chitosan Polyurethane Mixed Solution by KES (I))

  • 윤세희;전동원;김종준
    • 패션비즈니스
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    • 제8권1호
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    • pp.141-155
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    • 2004
  • Chitosan, the natural biodegradable polymer derived from chitin by de- acetylation, has been widely applied to the textile finishing processes for excellent anti-microbial characteristic and handle improvement of fabric. The purpose of this study is to investigate the change of handle when cotton fabric is treated with chitosan-polyurethane mixed solution. The viscosity values of chitosan solutions were 8cps and 50cps, and the wet-pick-up% was maintained at 90%. In case of mixing with water soluble polyurethane, the mixture ratio of chitosan and polyurethane was settled on the solid content ratio of 1:0, 1:0.5, 1:1, 1:2. Also the change of physical properties by neutralization in NaOH solution was studied. The results can be summarized up as follows : 1. Extensibility(EM) and tensile energy(WT) of cotton fabric treated with chitosan are decreased, but bending rigidity(B) is remarkably increased. With the addition of polyurethane, the decrease of EM and WT is weakened and the increase of B is weakened. The case of neutralization is similar to the case of polyurethane addition. 2. By treating fabric with chitosan, FUKURAMI(Fullness and softness) is decreased, but KOSHI(Stiffness), SHARI(Crispness), HARI(Anti-drape Stiff ness) are increased. With the addition of polyurethane, the decrease of FUKURAMI is diminished and the increase of KOSHI, SHARI, HARI are diminished. 3. As the viscosity of chitosan solution increased, the air permeability value increased. The addition of polyurethane decreased the air permeability.

로커-백 피벗을 갖는 틸팅 패드 저널 베어링의 회전체동역학적 성능 예측 및 기존 결과와의 비교 (Rotordynamic Performance Predictions of Tilting Pad Journal Bearing with Rocker-Back Pivots and Comparison with Published Test Results)

  • 김태호;최태규;김충현
    • Tribology and Lubricants
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    • 제31권6호
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    • pp.294-301
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    • 2015
  • In this paper, we predict the rotordynamic force coefficients of tilting pad journal bearings (TPJBs) with rocker-back pivots, and we compare the predictions to recently published predictions and test data. The present TPJB model considers the rocker-back pivot stiffness calculated based on the Hertzian contact-stress theory, which is nonlinear with the application of a force . For the five-pad TPJB in load-between-pad and load-on-pad configurations, the predictions show the pressure- and film-thickness distributions, the deflection and stiffness of the individual pivots, and bearing stiffness and damping coefficients. The minimum film thickness and peak pressure occur at the bottom pad on which the applied load is directed. Because of the preload, the pres- sure is positive even at the upper pad in the opposite direction to the applied load. The pivot deflection and stiff- ness are maximum at the bottom pad that receives the heaviest pressure load. The predicted stiffness coefficients increase as the static load and rotor speed increase, while the damping coefficients decrease as the rotor speed increases, but increase as the static load increases. In general, the predicted stiffness coefficients agree well with the test data. The predicted damping coefficients overestimate the test data, particularly for large static loads. In general, the current predictive model considering the pivot stiffness improves the accuracy of the rotordynamic performance compared to previously reported models.

진동사용성을 고려한 철도교량구조물의 강성한계 분석 (Estimation of Stiffness Limit for Railway Bridge Vibration Serviceability)

  • 전법규;김남식;김성일
    • 한국철도학회논문집
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    • 제11권5호
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    • pp.489-498
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    • 2008
  • 일반적으로 허용처짐 기준은 정적 사용성과 구조적안전성에 그 기반을 두고 있으며 진동사용성에 대한 고려는 부족하다. 따라서 진동사용성을 고려할 수 있는 교량의 허용처짐 기준이 필요하다고 판단된다. 본 논문에서는, 한국철도교설계기준의 허용처짐기준을 주파수영역의 진동사용성 기준과 비교하였으며, 프랑스 및 일본의 철도교설계기준의 진동사용성 허용기준 또한 분석하였다. 그 결과, 한국철도교설계기준의 경우 열차의 속도에 따른 기준으로 진동지속시간이 부분적으로 고려되었지만 진동사용성은 만족하지 못하고 있는 것으로 판단되었으며, 국외 철도교설계기준비 분석결과, 진동사용성을 고려한 허용처짐기준을 제시할 수 있을 것으로 판단하였다. 공용중인 철도교량의 진동사용성을 평가하기위하여 다양한 형식의 철도교량의 진동신호를 측정하였다. 그리고, 현장에서 적용하기 편리한 진동사용성 처짐 및 강성한계를 제시하기 위하여 공용중인 교량을 대상으로 차량 교량 상호작용해석을 수행하였다.