• 제목/요약/키워드: Damping Wire

검색결과 34건 처리시간 0.021초

On the NiTi wires in dampers for stayed cables

  • Torra, Vicenc;Carreras, Guillem;Casciati, Sara;Terriault, Patrick
    • Smart Structures and Systems
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    • 제13권3호
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    • pp.353-374
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    • 2014
  • Recent studies were dedicated to the realization of measurements on stay-cable samples of different geometry and static conditions as available at several facilities. The elaboration of the acquired data showed a a satisfactory efficacy of the dampers made of NiTi wires in smoothing the cable oscillations. A further attempt to investigate the applicability of the achieved results beyond the specific case-studies represented by the tested cable-stayed samples is herein pursued. Comparative studies are carried out by varying the diameter of the NiTi wire so that similar measurements can be taken also from laboratory steel cables of reduced size. Details of the preparation of the Ni-Ti wires are discussed with particular attention being paid to the suppression of the creep phenomenon. The resulting shape of the hysteretic cycle differs according to the wire diameter, which affects the order of the fitting polynomial to be used when trying to retrieve the experimental results by numerical analyses. For a NiTi wire of given diameter, an estimate of the amount of dissipated energy per cycle is given at low levels of maximum strain, which correspond to a fatigue fracture life of the order of millions of cycles. The dissipative capability is affected by both the temperature and the cycling frequency at which the tests are performed. Such effects are quantified and an ageing process is proposed in order to extend the working temperature range of the damper to cold weathers typical of the winter season in Northern Europe and Canada. A procedure for the simulation of the shape memory alloy behavior in lengthy cables by finite element analysis is eventually outlined.

T-50 세로축 비행제어법칙 설계에 관한 연구 (A Study on the Longitudinal Flight Control Law of T-50)

  • 황병문;김성준;김종섭
    • 제어로봇시스템학회논문지
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    • 제11권11호
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    • pp.963-969
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    • 2005
  • An advanced method of Relaxed Static Stability (RSS) is utilized for improving the aerodynamic performance of modem version supersonic jet fighter aircraft. The flight control system utilizes RSS criteria in both longitudinal and lateral-directional axes to achieve performance enhancements and improve stability. The T-50 advanced trainer employs the RSS concept in order to improve the aerodynamic performance and the flight control law in order to guarantee aircraft stability, The T-50 longitudinal control laws employ the dynamic inversion and proportional-plus-integral control method. This paper details the design process of developing longitudinal control laws for the RSS aircraft, utilizing the requirement of MIL-F-8785C. In addition, This paper addresses the analysis of aircraft characteristics such as damping, natural frequency, gain and phase margin about state variables for longitudinal inner loop feedback design.

LCL-필터를 갖는 단상 계통연계형 인버터에서의 구리와 알루미늄 권선 인덕터의 비교 (A Comparison of inductors composed of copper or aluminum wire for a single-phase grid-connected inverter using LCL-filter)

  • 전영태;박종후
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2019년도 추계학술대회
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    • pp.43-45
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    • 2019
  • 펄스폭 변조 기법 (Pulse width modulation)을 사용하는 단상 인버터의 출력은 기본주파수 성분만이 아니라 고조파의 성분을 포함하고 있기 때문에 고조파 저감을 위한 필터의 사용이 필연적이다. LCL 필터는 기존의 L이나 LC 필터에 비해 시스템의 크기와 부피를 줄이며 동시에 전류 리플 감쇠 효율 등의 필터 성능이 뛰어나 최근 사용이 증가하는 추세이다. 본 논문에서는 LCL-필터의 인덕터에 알루미늄 권선을 적용하기위해 커패시터의 직렬 댐핑 저항과 더불어 인덕터의 권선 저항 또한 추가하여 필터의 전달함수를 고려하였다. 알루미늄은 구리 보다 전도율이 낮아 저항이 크지만, 구리에 비해 가볍고 가격이 저렴한 장점이 있다. 이를 계통 연계형 인버터에 적용하기 위해, 인덕터의 저항 성분 차이에 따른 댐핑(damping) 효과를 시뮬레이션을 통해 분석하였고 구리 권선과 알루미늄 권선을 사용한 인덕터를 각 제작하여 500 W 급 하드웨어 실험을 통해 전력변환장치에서의 알루미늄 권선 인덕터 적용 가능성을 확인하였다.

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LCL 필터의 능동댐핑을 적용한 3상 4선식 PWM 정류기 제어 (Control of Three-Phase Four-Wire PWM Rectifier Using Active Damping of LCL Filter)

  • 한정호;김현섭;박한얼;송중호
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2012년도 전력전자학술대회 논문집
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    • pp.69-70
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    • 2012
  • 본 논문은 LCL 필터의 능동댐핑을 적용한 3상 4선식 PWM 정류기 제어 방법을 제안한다. 3상 4선식 PWM 정류기의 입력단에 위치한 LCL 필터는 단일 L 필터에 비해 필터 사이즈, 무게 감소와 입력 전류의 고조파 성분 감쇠 등에 장점을 가지고 있다. 그러나 LCL 필터의 공진 주파수의 영향으로 PWM 정류기 제어 안정성 문제를 가지고 있다. 이러한 문제를 해결하기 위해서는 LCL 필터에 능동댐핑을 적용하여 PWM 정류기 제어 안정성을 향상 시킨다. 시뮬레이션 결과를 통해 본 논문이 제안한 제어 방법의 실효성을 검증한다.

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집전계의 동특성 Simulation에 관한 연구 (Simulation of Catenary-Pantograph Dynamics)

  • 김정수;박성훈;허신;경진호;송달호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 1999년도 추계학술대회 논문집
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    • pp.550-557
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    • 1999
  • Results of the dynamic simulation on KTX catenary and catenary-pantograph interface are presented. Simulation programs based on finite element and finite difference models of the catenary are developed, while the pantograph is modeled as a linear 3-degree-of-freedom system. The catenary motion dynamics are primarily determined by the transmission and reflection of the propagating disturbance wave at the hanger and span boundaries. On the other hand, the catenary-pantograph contact characteristics are primarily influenced by the movement of the pantograph across the hanger and span boundaries, the amount of damping present in the contact wire, and the resonant frequencies of the pantograph.

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진동하는 NACA 0012 에어포일에서의 항력계수 변화 (Drag Coefficient Variations of an Oscillating NACA 0012 Airfoil)

  • 김동하;장조원;김학봉;전창수
    • 한국항공우주학회지
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    • 제36권2호
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    • pp.137-145
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    • 2008
  • 진동하는 에어포일의 항력계수 변화에 미치는 레이놀즈수 영향을 조사하기 위한 실험적 연구가 수행되었다. NACA 0012 에어포일은 ${\pm}6^{\circ}$의 진동 진폭을 갖고, 1/4 시위를 기준으로 피칭운동을 하도록 하였다. 실험조건에서 자유흐름속도는 1.98, 2.83 그리고 4.03 m/s이며, 이를 근거로 한 시위길이 레이놀즈수는 각각 $2.3{\times}10^4$, $3.3{\times}10^4$, $4.8{\times}10^4$이다. 항력계수는 근접후류에서 2축 열선프로브(X-type, 55R51)로 측정된 평균속도 분포로부터 산출되었다. 레이놀즈수 2.3×104에서 항력계수는 음(-)의 댐핑(negative damping)을 보이며, 에어포일이 공기력에 의해 가진 될 수 있는 불안정한 상태를 나타내었다. 반면에 레이놀즈수가 $3.3{\times}10^4$에서 $4.8{\times}10^4$이다로 증가하면서 항력계수 곡선은 양(+)의 댐핑(positive damping)을 나타내었다. 따라서 항력계수 변화는 레이놀즈수 $2.3{\times}10^4$$4.8{\times}10^4$ 사이에 상당한 차이가 있다는 것을 나타낸다.

The use of SMA wire dampers to enhance the seismic performance of two historical Islamic minarets

  • El-Attar, Adel;Saleh, Ahmed;El-Habbal, Islam;Zaghw, Abdel Hamid;Osman, Ashraf
    • Smart Structures and Systems
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    • 제4권2호
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    • pp.221-232
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    • 2008
  • This paper represents the final results of a research program sponsored by the European Commission through project WIND-CHIME ($\underline{W}$ide Range Non-$\underline{IN}$trusive $\underline{D}$evices toward $\underline{C}$onservation of $\underline{HI}$storical Monuments in the $\underline{ME}$diterranean Area), in which the possibility of using advanced seismic protection technologies to preserve historical monuments in the Mediterranean area is investigated. In the current research, the dynamic characteristics of two outstanding Mamluk-Style minarets, which similar minarets were reported to experience extensive damage during Dahshur 1992 earthquake, are investigated. The first minaret is the Qusun minaret (1337 A.D, 736 Hijri Date (H.D)) located in El-Suyuti cemetery on the southern side of the Salah El-Din citadel. The minaret is currently separated from the surrounding building and is directly resting on the ground (no vaults underneath). The total height of the minaret is 40.28 meters with a base rectangular shaft of about 5.42 ${\times}$ 5.20 m. The second minaret is the southern minaret of Al-Sultaniya (1340 A.D, 739 H.D). It is located about 30.0 meters from Qusun minaret, and it is now standing alone but it seems that it used to be attached to a huge unidentified structure. The style of the minaret and its size attribute it to the first half of the fourteenth century. The minaret total height is 36.69 meters and has a 4.48 ${\times}$ 4.48 m rectangular base. Field investigations were conducted to obtain: (a) geometrical description of the minarets, (b) material properties of the minarets' stones, and (c) soil conditions at the minarets' location. Ambient vibration tests were performed to determine the modal parameters of the minarets such as natural frequencies and mode shapes. A $1/16^{th}$ scale model of Qusun minaret was constructed at Cairo University Concrete Research Laboratory and tested under free vibration with and without SMA wire dampers. The contribution of SMA wire dampers to the structural damping coefficient was evaluated under different vertical loads and vibration amplitudes. Experimental results were used along with the field investigation data to develop a realistic 3-D finite element model that can be used for seismic risk evaluation of the minarets. Examining the updated finite element models under different seismic excitations indicated the vulnerability of such structures to earthquakes with medium to high a/v ratio. The use of SMA wire dampers was found feasible for reducing the seismic risk for this type of structures.

X형 감쇠시스템을 위한 복원성 점성 감쇠기 성능 실험 및 수치모형 개발 (Performance Test and Numerical Model Development of Restoring Viscous Damper for X-type Damper System)

  • 김다위;박장호;옥승용;박원석
    • 한국안전학회지
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    • 제31권6호
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    • pp.52-57
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    • 2016
  • In this study, a restoring viscous damper is introduced for X-type damper system which is designed for the seismic response control of large spatial structures. A nonlinear numerical model for its behavior is developed using the result of dynamic loading tests. The X-type damper system is composed of restoring viscous dampers and connecting devices such as adjustable wire bracing, where the damping capacity of the system is controllable by changing the number of the dampers. The restoring viscous damper is devised to exert main damping force in tension direction, which is effective to prevent the buckling of bracing subjected to compressive axial force. To evaluate the performance of the proposed damper, dynamic cyclic loading tests are performed by using manufactured dampers at full scale. In order to construct the numerical model of the damper system, its model parameters are first identified using a nonlinear curve fitting method with the test data. The numerical simulations are then performed to validate the accuracy of the numerical model in comparison with the experimental test results. It is expected that the proposed system is effectively applicable to various building structures for seismic performance enhancement.

2층 철골 구조물에 설치된 무정전전원장치의 실규모 진동대 실험연구 (Full-scale Shaking Table Test of Uninterruptible Power Supply Installed in 2-stories Steel Structure)

  • 이지언;박원일;최경규;오상훈;박훈양
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권3호
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    • pp.29-38
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    • 2022
  • 본 연구에서는 실규모의 2층 철골 구조물에 7종의 건축 및 비건축 비구조요소를 설치하여 진동대 실험을 수행하였다. 진동대 실험은 현행 비내진상세와 면진장치를 적용한 실험으로 두 차례 수행되었으며 본 연구에서는 무정전전원장치(UPS)의 내진성능에 대하여 실험 및 분석하였다. 비내진정착상세로는 UPS 하단에 ㄷ형강 다리부가 설치되었고, 면진장치로는 고감쇠고무와 와이어로프로 구성된 개발 복합면진장치가 사용되었다. 지진하중모사를 위하여 ICC-ES AC156 (2010)에 따라 인공지진파를 생성 후, 동일 지진파의 크기를 점증하여 가진하였다. 진동대실험을 통해 복합면진장치의 적용여부에 따른 UPS의 거동 및 동적 특성(응답가속도, 응답변위, 동증폭계수, 고유진동수, 감쇠비)을 비교 및 분석하였다. 실험결과, 복합면진장치를 적용함에 따라 UPS의 고유진동수가 감소하여 응답가속도 및 증폭계수가 크게 감소하는 것으로 확인되었다.

다중 동흡진기를 이용한 장력구배를 갖는 박판의 진동 제어 (Vibration Control of Membrane with Tension Gradient Using Multiple Dynamic Absorber)

  • 박종현;김성대;김원진
    • 한국소음진동공학회논문집
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    • 제15권5호
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    • pp.595-603
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    • 2005
  • In this work, the multiple dynamic absorber( MDA ) is introduced to reduce several vibration modes of shadow mask simultaneously and its design method is developed from the theory of the simple dynamic absorber. When designing the dynamic absorber, there are three significant design parameters such as mass, damping ratio and tuning frequency. Therefore the sensitivity analysis for those parameters has been executed in order to find out the design criteria of multiple dynamic absorber using the finite element model of shadow mask. The multiple dynamic absorber(MDA) designed by the proposed method is tested theoretically and experimentally to estimate the efficiency of vibration reduction. From the results, it is verified that the method is feasible to apply the system having the multiple nitration modes and more efficient than the thin wire-type damper used commercially to reduce the vibration of shadow mask.