• 제목/요약/키워드: Nonlinear spring element

검색결과 123건 처리시간 0.027초

3층 철근콘크리트 전단벽 구조물의 지진응답해석 (Earthquake Response Analysis for Three-Story Building with Reinforced Concrete Shear Walls)

  • 이인규;이은행;김재민
    • 한국지진공학회논문집
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    • 제25권3호
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    • pp.103-110
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    • 2021
  • A shake table test is conducted for the three-story reinforced concrete building structure using 0.28 g, 0.5 g, 0.75 g, and 1.0 g of seismic input motions based on the Gyeongju earthquake. Computational efforts are made in parallel to explore the mechanical details in the structure. For engineering practice, the elastic modulus of concrete and rebar in the dynamic analysis is reduced to 38% and 50%, respectively, to calibrate the structure's natural frequencies. The engineering approach to the reduced modulus of elasticity is believed to be due to the inability to specify the flexibility of the actual boundary conditions. This aspect may lead to disadvantages of nonlinear dynamic analysis that can distort local stress and strain relationships. The initial elastic modulus can be applied directly without the so-called engineering adjustment with infinite element models with spring and spring-dashpot boundary conditions. This has the advantage of imposing the system flexibility of the structure on the sub-boundary conditions of springs and damping devices to control its sensitivity in a serial arrangement. This can reflect the flexibility of realistic boundary conditions and the effects of system damping (such as the gap between a concrete footing and shake table, loosening of steel anchors, etc.) in scalar quantities. However, these spring and dashpot coefficients can only be coordinated based on experimental results, making it challenging to select the coefficients in-prior to perform an experimental test.

대형 트럭의 선회 주행특성 해석을 위한 컴퓨터 모델의 개발 (Development of a Computer Model for the Turning Maneuver Analysis of a Heavy Truck)

  • 문일동;권혁조;오재윤
    • 한국자동차공학회논문집
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    • 제8권4호
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    • pp.121-129
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    • 2000
  • this paper develops a computational model for the turning maneuver analysis of a cabover type heavy truck. The model having 42 degree-of-freedom is developed using ADAMS. Leaf springs used in the front and rear suspension systems are modeled by dividing it three links and joining them with joints. Force and displacement relationship showing nonlinear hysteric characteristics of the leaf spring is measured and modeled with an exponential function. A velocity and force relationship of a shock absorber is measured and modeled with a spline function. And a stabilizer bar is modeled using ADAMS beam element to consider a twisting and bending effect. To verify the developed model an actual vehicle test is performed in the double lane change course with 50kph and 60kph vehicle velocity. In the actual vehicle test lateral acceleration roll angle and yaw rate are measured, The tendency and peak-to-peak values of the actual vehicle test and simultion results are compared each other.

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Shape Optimization of the H-shape Spacer Grid Spring Structure

  • Yoon, Kyung-Ho;Kim, Hyung-Kyu;Kang, Heung-Seok;Song, Kee-Nam;Park, Ki-Jong
    • Nuclear Engineering and Technology
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    • 제33권5호
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    • pp.547-555
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    • 2001
  • In pressurized light water reactor fuel assembly, spacer grids support nuclear fuel rods both laterally and vertically. The fuel rods are supported by spacer grid springs and grid dimples that are located in the grid cell. The support system allows for some thermal expansion and imbalance of the fuel rods. The imbalance is absorbed by elastic energy to prevent coolant flow- induced vibration damage. Design requirements are defined and a design process is established. The design process includes mathematical optimization as well as practical design method. The shape of the grid spring is designed to maintain its function during the lifetime of the fuel assembly. A structural optimization method is employed for the shape design. Since the optimization is carried out in the linear range of finite element analysis, the optimum solution is verified by nonlinear analysis. A good design is found and the final design is compared with the initial conceptual design. Commercial codes are utilized for structural analysis and optimization.

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Low Frequency Vibration Energy Harvester Using Stopper-Engaged Dynamic Magnifier for Increased Power and Wide Bandwidth

  • Halim, Miah Abdul;Kim, Dae Heum;Park, Jae Yeong
    • Journal of Electrical Engineering and Technology
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    • 제11권3호
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    • pp.707-714
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    • 2016
  • We present a piezoelectric energy harvester with stopper-engaged dynamic magnifier which is capable of significantly increasing the operating bandwidth and the energy (power) harvested from a broad range of low frequency vibrations (<30 Hz). It uses a mass-loaded polymer beam (primary spring-mass system) that works as a dynamic magnifier for another mass-loaded piezoelectric beam (secondary spring-mass system) clamped on primary mass, constituting a two-degree-of-freedom (2-DOF) system. Use of polymer (polycarbonate) as the primary beam allows the harvester not only to respond to low frequency vibrations but also generates high impulsive force while the primary mass engages the base stopper. Upon excitation, the dynamic magnifier causes mechanical impact on the base stopper and transfers a secondary shock (in the form of impulsive force) to the energy harvesting element resulting in an increased strain in it and triggers nonlinear frequency up-conversion mechanism. Therefore, it generates almost four times larger average power and exhibits over 250% wider half-power bandwidth than those of its conventional 2-DOF counterpart (without stopper). Experimental results indicate that the proposed device is highly applicable to vibration energy harvesting in automobiles.

가선계의 동특성에 관한 연구 (A Study on Dynamic Characteristics of a Catenary System)

  • 김정수;최병두
    • 소음진동
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    • 제9권2호
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    • pp.317-323
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    • 1999
  • Dynamic characteristics of catenary that supplies electrical power to high-speed trains are investigated. A simple catenary is composed of the contact and messenger wires connected by droppers possessing bi-directional stiffness properties. For slender, repeating structures such as catenary, both the wave propagation and vibration properties need to be understood. The influence of parameters that determine catenary dynamics are investiaged through numerical simulations involving finite element models. The effects of the tension and flexural rigidity of the contact wire is first investigated. The effects of dropper characteristics are then investigated. For linear droppers wave propagation as well as modal properties are determined. For large catenary motion, droppers can be modeled as bi-directional elements possessing low stiffness in compression and high stiffness in tension. For this case, impulse response is computed and compared with the cases of linear droppers. It is found that the catenary dynamics are primarily determined by contact wire tension and dropper properties, with large responses observed in 5∼40 Hz frequency range. In particular, the dropper stiffness and spacing are found to have dominant influence on the response frequency and the wave transmission characteristics.

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볼트의 변형을 고려한 강재 조립 합성보의 휨거동 (Flexural Behavior of Steel Composite Beam with Built-up Cross-section Considering Bolt Deformation)

  • 김성보;김훈겸;정경환;한만엽;김문영
    • 한국전산구조공학회논문집
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    • 제21권1호
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    • pp.43-50
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    • 2008
  • 본 연구에서는 볼트의 변형을 고려한 강재 조립 합성보의 휨거동에 대한 해석기법 및 결과가 제시되었다. 볼트의 변형, 합성효과 및 접촉면의 마찰이 합성보의 휨거동에 끼치는 영향을 파악하였다. 볼트의 변형이 합성보의 휨거동에 끼치는 영향을 고려하기 위하여, 구조해석 프로그램인 ABAQUS의 Nonlinear Spring요소를 사용하였으며 볼트의 변형을 고려하지 않은 결과와 비교하였다. 유한요소 모델에 의해서 처짐, 휨응력, 전단응력이 계산되었으며 이런 결과는 완전 비합성보, 부분 합성보 및 완전 합성보의 해석 값과 비교되었다. 해석결과 합성보의 거동은 강재의 마찰보다 볼트의 갯수로 표현되는 합성률에 크게 영향을 받았다. 특히 합성률이 50%이상이 되면 볼트의 변형을 고려한 합성보의 휨거동은 완전합성보와 유사하게 나타났다.

이단 사이클로이드 드라이브의 비틀림 강성 (Torsional Rigidity of a Two-stage Cycloid Drive)

  • 김경홍;이춘세;안형준
    • 대한기계학회논문집A
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    • 제33권11호
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    • pp.1217-1224
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    • 2009
  • This paper presents a finite element (FE) analysis of the torsional rigidity of a two-stage cycloid drive. The cycloid disk makes contact with a number of pin-rollers simultaneously and eccentric shafts transmit not only torque of the spur gear stage to the cycloid disk, but also that of the cycloid disk to the output disk. Contacts between the disk and pin-rollers are simplified as linear spring elements, and the bearing of eccentric shaft is modeled as a rigid ring that has frictional contact to the disk and an elastic support. FE analysis for an ideal solid cycloid drive was performed and verified by a theoretical calculation. Accurate contact forces were then estimated by iterating between FE analysis for contact forces and Hertz theory calculations for nonlinear contact stiffness. In addition, torsional rigidity of the cycloid drive is analyzed to show that the bearing and nonlinear Hertz contact theory should be considered in analysis and design of a cycloid drive, which was verified with experiments. Finally, the effects of contact stiffness, bearing stiffness and cycloid disk structural stiffness according to the cycloid disk rotation on the torsional rigidity were investigated.

관측기를 이용한 강인한 디지털 로보트제어 (Design of a Digital Robust Control Using Observer for Manipulator)

  • 이보희;김진걸
    • 한국통신학회논문지
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    • 제19권12호
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    • pp.2353-2363
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    • 1994
  • 본 논문에서는 외란이 존재하는 로보트 시스템에 대하여, 축소차수관측기를 사용하여 강인한 디지털 제어기의 설계방법을 다루었다. 대부분의 로보트 매니퓰레이터 경우는 상태변수 모두를 측정할 수 없기 때문에 측정할 수 없는 상태변수들은 추정되거나 재구성되어야 한다. 또 다른 문제점들은 미분불가능한 쿨롱마찰력과 같은 비선형 성분, 중력에 의한 외란, 그리고 구동모터와 매니퓰레이터 사이에 존재하는 뒤틀림 스프링 효과이다. 제어기의 설계는 측정가능한 상태변수와 축소차수 관측기에 의하여 추정한 상태변수들을 궤환시키고 출력 쪽에 이산적분기를 첨가하여 구성하였다. 제어기의 궤환이득은 우선 최적제어이론에 의해 구하고, 만약 시스템 응답이 리미트싸이클을 가지면 혼성시스템에 대한 기술함수법을 적용해서 제어기의 이득을 재조정하여 리미트싸이클을 제거하였다.

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비선형 히스테리시스 진동시스템의 분기해석 (Bifurcation Analysis of a Non-linear Hysteretic Oscillating System)

  • 송덕근;최진권;장서일
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2001년도 춘계학술대회논문집
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    • pp.289-294
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    • 2001
  • Three kinds of viscoelastic damper model, which has a non-linear spring as an element is studied analytically and numerically. The behavior of the damper model shows non-linear hysteresis curves which is qualitatively similar to those of real viscoelastic materials. The motion is governed by a non-linear constitutive equation and an additional equation of motion. Harmonic balance method is applied to get analytic solutions of the system. The frequency-response curves show that multiple solutions co-exist and that the jump phenomena can occur. In addition, it is shown that separate solution branch exists and that it can merge with the primary response curve. Saddle-node bifurcation sets explain the occurrences of such non-linear phenomena.

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차체의 압괴특성에 의한 충돌 후 타고오름 거동에 관한 연구 (Study on a Override Behavior during Train Collision by Crush Characteristic of Train Carbody)

  • 김거영;구정서;박민영
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.604-608
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    • 2010
  • This paper proposed a new 2D multibody dynamic modeling technique to analyze overriding behavior taking place during train collision. This dynamic model is composed of nonlinear spring, damper and mass by considering the deformable characteristics of carbodies as well as energy absorbing structures and components. By solving this dynamic model of rollingstock, collision energy absorption capacity, acceleration of passenger sections, impact forces applied to interconnecting devices, and overriding displacements can be well estimated. For a case study, we choose KHST (Korean High Speed Train), obtained crush characteristic data of each carbody section from 3D finite element analysis, and established a 2D multibody dynamic model. This 2D dynamic model was suggested to describe the collision behavior of 3D Virtual Testing Model.

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