• 제목/요약/키워드: Stiffness coefficient

검색결과 579건 처리시간 0.026초

Reflection and Transmission of Acoustic Waves Across Contact Interfaces

  • Kim, Noh-Yu;Jhang, Kyung-Young;Lee, Tae-Hoon;Yang, Seung-Yong;Chang, Young-Chul
    • 비파괴검사학회지
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    • 제28권3호
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    • pp.292-301
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    • 2008
  • A linearized model for hysteretic acoustic nonlinearity of imperfectly joined interface is proposed and analyzed by using Coulomb damping to investigate the characteristics of the reflection and transmission coefficients for harmonic waves at the contact interface. Closed crack is modeled as non welded interface that has nonlinear discontinuity condition in displacement across its boundary. Based on the hysteretic contact stiffness of the contact interface, the reflected and transmitted waves are determined by deriving the tractions on both sides of the interface in terms of the discontinuous displacements across the interface. It is found that the amplitudes of the reflected and transmitted waves are dependent on the frequency and the hysteretic stiffness. As the frequency of the incident wave increases, the higher reflection and lower transmission are obtained. It also shows that the hysteresis of the interface increases the reflection coefficient, but reduces the transmission coefficient. A fatigue crack is also made in aluminum specimen to demonstrate these characteristics of the reflection and transmission of contact interfaces.

평판의 면내 자유진동 해석 (In-Plane Free Vibration Analysis of Plates)

  • 최명수;여동준;변정환;장덕종;문덕홍
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.291-296
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    • 2007
  • To analyze accurately the free vibration of a structure by using the finite element method (FEM), we model the structure as a numerical model with many degrees-of-freedom. However the FEM needs much computation time and storage in this case. The authors developed the finite element-transfer stiffness coefficient method (FE-TSCM) for overcoming the drawback of the FEM. In this paper, the authors apply the FE-TSCM to the in-plane free vibration analysis of plates with various shapes. Two numerical examples, a rectangular plate and a triangular plate, are used to compare the results of the FE-TSCM and the FEM. Through the numerical calculation, we confirm that the FE-TSCM can be applied to the plates with various shapes and is effective to in-plane free vibration analysis of plates.

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PTO시스템과 비선형 탄성커플링을 갖는 어선용 기관축계의 비틀림 진동해석 (Torsional Vibration Analysis for Engine Shafting of Fishing Vessel with PTO System and Nonlinear Elastic Coupling)

  • 최명수;김원래;문덕홍
    • 수산해양기술연구
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    • 제40권3호
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    • pp.232-243
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    • 2004
  • After studying the composition about the torsional shafting of main engine for fishing vessel with Power Take Off (PTO) System, the authors made a computer program using the transfer stiffness coefficient method (TSCM) for analyzing torsional vibration about the shafting with PTO system and nonlinear elastic coupling. The torsional shafting of main engine was separated by 3 types according to the connecting. The torsional shafting of main engine was separated by 3 types according to the connecting condition of main engine with propeller or the PTO system or both of them. In this paper, the change of natural frequencies and natural modes according to connecting condition of torsional shafting and nonlinear elastic coupling were analyzed. The accuracy of the TSCM was confirmed by comparing with the computational results of the Finite Element Method.

Study on design parameters of leaning-type arch bridges

  • Li, Ying;Xiao, Ru-Cheng;Sun, Bin
    • Structural Engineering and Mechanics
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    • 제64권2호
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    • pp.225-232
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    • 2017
  • Leaning-type arch bridge is a new spatial structural system composed of two vertical arches and two leaning arches. So far there has been no contrast analysis of leaning type arch bridge with different systems. This paper focus on a parametric study of leaning type arch bridge with different systems to find the influential rules on structural forces and stability and to provide some reference for practical designs. The parametric analysis is conducted with different rise-to-span ratios and bending rigidities of arch ribs by comparing internal forces. The internal forces decline obviously with the increase of the rise-to-span ratio. The bending moments at the centers of the main arches and the leaning arches are sensitive to the bending rigidities of arch ribs. Parametric studies are also carried out with different structural systems and leaning angles of the leaning arch by comparing the static stability. The lateral stiffness of leaning-type arch bridge is less than the in-plan stiffness. Compared with the leaning-type arch bridge without thrust, the leaning-type arch bridge with thrust has a lower stability safety coefficient. The stability safety coefficient rises gradually with the increase of inclining angle of the leaning arch. This study shows that the rise-to-span ratio, bending rigidities of arch ribs, structural system and leaning angles of the leaning arch are all critical design parameters. Therefore, these parameters in unreasonable range should be avoided.

제조시점에 따른 섬유상 흡음재의 물리적 특성 변화 (Changes in Physical Properties of Fibrous Sound Absorption Materials According to the Manufacturing Time)

  • 정영선;김경우
    • 한국소음진동공학회논문집
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    • 제24권7호
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    • pp.562-568
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    • 2014
  • This study aimed to identify changes in the physical properties of artificial mineral-fiber materials used as building insulation that had been installed in the outer walls of buildings for a long time. To achieve this goal, glass fiber and rock wool were collected from outer walls in actual buildings and their acoustic and thermal performances were measured. These were compared with measurements from similar products manufactured recently. The results showed that old, used samples had a lower sound absorption coefficient compared to recently manufactured materials. The old samples also displayed increased compressibility compared to new materials. For example, the compressibility difference for glass wool was 7.32 mm. Old samples had a dynamic stiffness $1.28MN/m^3$ higher than new material samples. The thermal conductivity of both old and new samples increased within creasing temperature. They showed similar results at temperatures between 0 and $20^{\circ}C$.

원전 EQS 면진장치의 성능개선을 위한 연구 (Study on the Performance Improvement of an EQS Device Applied Nuclear Power Plant)

  • 이유인;이유진;이홍표;조명석;지용수;백준호
    • 한국지진공학회논문집
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    • 제19권1호
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    • pp.13-19
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    • 2015
  • This paper presents the performance improvement of an EQS (Eradic Quake System) device applied to a nuclear power plant. For the nuclear facility, the EQS device needs to be ensured to have high quality, flexibility of design and reliability. To improve the reliability of the design, the hysteresis of the device must be exactly predicted. The friction coefficient of PTFE (PolyTetraFluoroEthylene) and the stiffness of the MER-Spring are considered as the factors influencing the hysteresis curve. In this paper, those factors are analysed to predict the behavior of the device and to improve the equipment of the EQS device. The results of the improved EQS device have been verified via a tests to be comparable with the predicted results. The estimation results indicate that considering those factors is more appropriate than the results of the previous design and method.

Experimental Study of the Dynamic Characteristics of Rubber Mounts for Agricultural Tractor Cabin

  • Choi, Kyujeong;Oh, Jooseon;Ahn, Davin;Park, Young-Jun;Park, Sung-Un;Kim, Heung-Sub
    • Journal of Biosystems Engineering
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    • 제43권4호
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    • pp.255-262
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    • 2018
  • Purpose: To obtain the dynamic characteristics (spring stiffness and damping coefficient) of a rubber mount supporting a tractor cabin in order to develop a simulation model of an agricultural tractor. Methods: The KS M 6604 rubber mount test method was used to test the dynamic characteristics of the rubber mount. Of the methods proposed in the standard, the resonance method was used. To perform the test according to the standard, a base excitation test device was constructed and the accelerations were measured. Results: Displacement transmissibility was measured by varying the frequency from 3-30 Hz. The vibration transmissibility at resonance was confirmed, and the dynamic stiffness and damping coefficient of the rubber mount were obtained. The front rubber mount has a spring constant of 1247 N/mm and damping ratio of 3.27 Ns/mm, and the rear rubber mount has a spring constant of 702 N/mm and damping ratio of 1.92 Ns/mm. Conclusions: The parameters in the z-direction were obtained in this study. In future studies, we will develop a more complete tractor simulation model if the parameters for the x- and y-directions can be obtained.

Analysis of Correlation Coefficient between head posture and muscle stiffness of cervical extensor muscles

  • Kim, Jeong-Ja;Wang, Joong-San
    • 한국컴퓨터정보학회논문지
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    • 제26권6호
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    • pp.129-135
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    • 2021
  • 이 연구의 목적은 머리자세와 목폄근육들의 근긴장도 및 근경직 사이에 상관관계를 검증하기 위해 실시되었다. 연구대상자는 20대 성인 80명으로 시상면에서 평소 머리자세와 목폄근육들에 근긴장도와 근경직을 측정하였다. 측정된 머리자세는 Image J를 사용하여 머리척추각, 머리회전각, 앞쪽어깨각을 분석하였다. 연구결과, 머리척추각이 감소할수록 위등세모근의 근긴장도 및 근경직이 유의하게 증가하고, 머리회전각이 증가할수록 위등세모근의 근긴장도 및 근경직과 유의하게 증가하는 상관관계가 있었다(p<.05). 그리고 연구대상자의 머리척추각을 기준으로 정상머리자세와 앞쪽머리자세로 재분류하여 비교한 결과, 앞쪽머리자세는 정상머리자세보다 위등세모근의 근긴장도 및 근경직이 유의하게 높은 특징을 확인하였다(p<.05). 이 연구결과는 임상에서 앞쪽머리자세의 평가 및 자세교육을 위한 기초자료로 활용되길 기대한다.

Stability and parameters influence study of fully balanced hoist vertical ship lift

  • Cheng, Xionghao;Shi, Duanwei;Li, Hongxiang;Xia, Re;Zhang, Yang;Zhou, Ji
    • Structural Engineering and Mechanics
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    • 제66권5호
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    • pp.583-594
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    • 2018
  • A theoretical formulation based on the linearized potential theory, the Descartes' rule and the extremum optimization method is presented to calculate the critical distance of lifting points of the fully balanced hoist vertical ship lift, and to study pitching stability of the ship lift. The overturning torque of the ship chamber is proposed based on the Housner theory. A seven-free-degree dynamic model of the ship lift based on the Lagrange equation of the second kind is then established, including the ship chamber, the wire rope, the gravity counterweights and the liquid in the ship chamber. Subsequently, an eigenvalue equation is obtained with the coefficient matrix of the dynamic equations, and a key coefficient is analyzed by innovative use of the minimum optimization method for a stability criterion. Also, an extensive influence of the structural parameters contains the gravity counterweight wire rope stiffness, synchronous shaft stiffness, lifting height and hoists radius on the critical distance of lifting points is numerically analyzed. With the Runge-Kutta method, the four primary dynamical responses of the ship lift are investigated to demonstrate the accuracy/reliability of the result from the theoretical formulation. It is revealed that the critical distance of lifting points decreases with increasing the synchronous shaft stiffness, while increases with rising the other three structural parameters. Moreover, the theoretical formulation is more applicable than the previous criterions to design the layout of the fully balanced hoist vertical ship lift for the ensuring of the stability.

프리스트레스트 콘크리트 거더 일체식 교량의 교대 거동 해석과 예측 (Analysis and Prediction for Abutment Behavior of Prestressed Concrete Girder Integral Abutment Bridges)

  • 김우석
    • 콘크리트학회논문집
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    • 제23권5호
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    • pp.667-674
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    • 2011
  • 이 연구는 교량의 생애 동안의 온도 변화와 콘크리트의 시간 의존 영향을 고려하여 PSC 거더 일체식 교량의 해석 방법과 교대의 변위를 예측하는 모델 개발에 관한 것이다. 비선형 수치 해석 모델은 지반-구조물의 상호작용을 고려하며, 재료의 비선형 또한 고려되었다. 개발된 수치 해석 모델을 이용하여 총 243가지의 경우에 대하여 변수 연구를 하였다. 고려된 변수는 (1) 열팽창 계수, (2) 교량 길이, (3) 뒤채움재의 높이, (4) 뒤채움재의 강성, 그리고 (5) 말뚝-지반 강성이다. 변수 연구의 결과는 열팽창 계수, 교량 길이, 말뚝-지반의 강성이 지배적인 영향을 나타내는 것으로 드러났다. 또한, 교량의 길이는 교대의 윗부분의 변위에 지배적인 영향을 미치며 자유팽창 수축과 유사하였다. 하부의 변위에는 다른 변수들의 영향으로 추정이 쉽지 않았다. 개발된 교대의 변위 추정 모델은 기본 설계시에 사용될 수 있을 것이다.