• 제목/요약/키워드: stiffness

검색결과 10,309건 처리시간 0.034초

연성강성 효과를 고려한 회전하는 다중 블레이드 시스템의 굽힘진동 해석 (Bending Vibration Analysis of Rotating Multi-blade Systems Considering the Coupling Stiffness Effect)

  • 임하성;권성훈;유홍희
    • 한국소음진동공학회논문집
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    • 제16권9호
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    • pp.912-918
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    • 2006
  • A modeling method for the vibration analysis of rotating multi-blade systems considering the coupling stiffness effect is presented in this paper. Blades are assumed as cantilever beams and the coupling stiffness effect originates from disc or shroud between blades. As the angular speed, hub radius ratio, and the coupling stiffness vary, the natural frequencies of the system vary. Numerical results show that the coupling stiffness is very important to estimate the natural frequencies. Along with the natural frequencies, associated mode shapes, critical angular speed, and critical hub radius ratio are obtained through the analysis.

마운트의 음향강성 측정을 위한 시험장치 개발 (A Development of the Test Apparatus for Measuring the Acoustic Stiffness of Resilient Mounts)

  • 배수룡;정우진;함일배;김두기;이헌곤
    • 소음진동
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    • 제9권1호
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    • pp.141-148
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    • 1999
  • Resilient mounting is effective measures to reduce the structure-borne noise and radiated noise for many applications. The acoustic stiffness (frequency-dependent stiffness) of resilient mounts is an important parameter required in order to model vibration isolation with high accuracy. It is general to use measurement method for obtaining acoustic stiffness of complex resilient mounts under static preload. In this paper, the principles of measuring acoustic stiffness were described and the developed test apparatus was introduced. Also, the feasibility of the test apparatus is illustrated by measurement results of a resilient mount.

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동조 자이로스코프 서스펜션의 굽힘자 해석 및 시험 (Analysis of flexure stiffness and stiffness test in DTG)

  • Youn, J.O.;Kim, J.H.;Lee, J.G.
    • 한국정밀공학회지
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    • 제13권5호
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    • pp.30-37
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    • 1996
  • The objective of this research is to explore the analysis and test method for the reliable design and fabrication of a high precision dynamically tuned gyroscope. The tuning frequency is decided by the calculation of mass moment of inertia of rotor and gimbal and the stiffness of flexures. Due to the complex geometry of the flexure, calculation of the stiffness of the suspension flexure is difficult. In this paper, three analytical methods for obtaining the stiffness of the flexure are porposed and a special testing method is used for checking the accuracy of the computed results.

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고속 회전시 베어링 강성강하를 고려한 주축 유니트의 최적화 (Optimization of Spindle Units Considering the Decrease of Bearing Stiffness at High Speed Revolution)

  • 이찬홍
    • 한국생산제조학회지
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    • 제19권6호
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    • pp.717-723
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    • 2010
  • Radial stiffness of angular contact ball bearings are decreased remarkably at high speed revolution, because the inner and outer ball contact angle with races arc changed under the ball centrifugal forces at high speed. In the past, the optimizations of spindle units were done under the assumption of unchanged bearing stiffness for the whole speed range. But the bearing stiffness is changed and the dimension of optimum spindle is also changed with speed. In the design phase, only one model of many optimum spindle models with speed should be selected. As optimization criterion, the area of transfer function at spindle nose is proposed to estimate simply and accurately improvement of dynamic characteristics in spindle units. Finally, according to many analyses of diverse spindle models with decreased bearing stiffness, the spindle with shorter bearing span is better than longer bearing span from the viewpoint of dynamic characteristics.

판형 홀드다운 스프링 집합체의 강성해석 (Stiffness analysis of leaf type holddown spring assemblies)

  • 송기남;임현태
    • 대한기계학회논문집
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    • 제17권1호
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    • pp.215-222
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    • 1993
  • 본 연구에서는 판 스프링의 길이가 두께에 비하여 비교적 큰 것을 고려하여 판스프링의 기하학적 치수와 물성치들을 이용하여 판스프링의 강성과 조립된판 스프링 집합체의 강성을 예측할 수 있는 방법을 본 이론과 변형률 에너지이론을 적용하여 개 발하였고 그 개발된 방법으로 구한 강성예측치와 특성실험에서 얻은 강성치를 비교, 분석하여 판 스프링 강성해석 방법의 신뢰성을 보임과 동시에 독자적인 홀드다운스프 링 집합체의 특성해석 방법을 제시 하였다.

BTCA와 실리론 처리 면직물의 역학적 성질 (Mechanical Properties of Cotton Fabric Treated with BTCA and Polyalkkyleneoxide modified aminofunctional silicone)

  • 조성교;남승현
    • 한국의류학회지
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    • 제24권7호
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    • pp.987-994
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    • 2000
  • Cotton fabrics were finished with mixture of BTCA and silicone by pad-dry-cure process to achieve better mechanical properties than those of finished with BTCA alone. The changes of mechanical properties o( finished cotton fabrics were measured with by the KES-FB System and the hand values were calculated from the data of mechanical properties. With the durable press finish with BTCA tensile, bending, shear and compression properties increased. In hand values, Stiffness Crispness and Anti-Drape Stiffness increased, and Fullness & Softness decreased. Whereas silicone treatment reduced bending and shear properties and improved tensile and compressional resilience. Thus, Stiffness Crispness and Anti-Drape Stiffness decreased, and Fullness & Softness increased. These results indicated that BTCA treatment restricts fiber/yarn mobility in the fabric structure due to crosslinking, but silicone treatment reduces inter-fiber and inter-yarn frictional forces. Therefore, finish with mixture of BTCA and silicone provided cotton fabrics with a lower Stiffness, Crispness and Anti-Drape Stiffness and a higher Fullness & Softnesss than finish with BTCA alone.

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상대강성비를 고려한 지진격리교량의 응답특성 (Seismic Responses of Isolated Bridges Considering the Relative Stiffness Ratio)

  • 서현우;김남식;정진환
    • 한국소음진동공학회논문집
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    • 제15권12호
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    • pp.1340-1346
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    • 2005
  • In this study, based on shaking table test results on a seismically isolated bridge model, an inelastic numerical model is refined by using Bouc-Wen model representing the hysteretic behavior of isolators. Seismic responses of isolated bridges are numerically investigated varying with relative stiffness ratio(RSR), which is a ratio of the effective stiffness of isolator to the lateral stiffness of bridge pier, From the results, it is found that an adequate range of relative stiffness ratio could be defined for seismic design of isolated bridges without considering the flexibility of piers.

연성강성 효과를 고려한 회전하는 다중 블레이드 시스템의 굽힘진동 해석 (Bending Vibration Analysis of Rotating Multi-blade Systems Considering the Coupling Stiffness Effect)

  • 임하성;권성훈;유홍희
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.1354-1359
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    • 2006
  • A modeling method for the vibration analysis of rotating multi-blade systems considering the coupling stiffness effect is presented in this paper. Blades are assumed as cantilever beams and the coupling stiffness effect originates from disc or shroud between blades. As the angular speed, hub radius ratio, and the coupling stiffness vary, the natural frequencies of the system vary. Numerical results show that the coupling stiffness is very important to estimate the natural frequencies. Along with the natural frequencies, associated mode shapes, critical angular speed, and critical hub radius ratio are obtained through the analysis.

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Rotator cuff tear with joint stiffness: a review of current treatment and rehabilitation

  • Park, Hyung-Seok;Choi, Kyung-Ho;Lee, Hyo-Jin;Kim, Yang-Soo
    • Clinics in Shoulder and Elbow
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    • 제23권2호
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    • pp.109-117
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    • 2020
  • Repair of the rotator cuff tear is a joint-tightening procedure that can worsen joint stiffness. This paradoxical phenomenon complicates treatment of rotator cuff tear with joint stiffness. As a result, there is controversy about how and when to treat joint stiffness. As many treatments have been published, this review discusses the latest findings on treatment of rotator cuff tear with joint stiffness.

Comparing calculation methods of storey stiffness to control provision of soft storey in seismic codes

  • Tabeshpour, Mohammad Reza;Noorifard, Azadeh
    • Earthquakes and Structures
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    • 제11권1호
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    • pp.1-23
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    • 2016
  • Numerous buildings have been damaged or destroyed in previous earthquakes by developing soft storey. Almost all the seismic codes have provisions to prevent soft storey in structures, most of them have recommended the ratio of stiffness between adjacent storeys, but none of them has proposed the method to calculate the storey stiffness. On the other hand a great number of previous researches on stiffness have been focused on approximate methods and accurate methods by using analytical softwares have been almost neglected. In this study, six accurate methods for calculating the storey stiffness have been studied on 246 two-bay reinforced concrete frames. It is shown with the results of the statistical study and structural analysis that method 3 in which there is no modification of the original model and the forces with triangular distribution similar to seismic forces are applied to the center of mass of all storeys has acceptable accuracy and desirable efficiency for designing and controlling structures.