• 한국소음진동공학회논문집
• /
• 제25권12호
• /
• pp.866-873
• /
• 2015

The transverse vibration of the deploying beam from rigid hub was analyzed by simulation and experiment. The linear governing equation of the deploying beam was obtained using the Euler-Bernoulli beam theory. To discretize the governing equation, the Galerkin method was used. After transforming the governing equation into the weak form, the weak form was discretized. The discretized equation was expressed by the matrix-vector form, and then the Newmark method was applied to simulate. To consider the damping effect of the beam, we conducted the modal test with various beam length. The mass proportional damping was selected by the relation of the first and second damping ratio. The proportional damping coefficient was calculated using the acquired natural frequency and damping ratio through the modal test. The experiment was set up to measure the transverse vibration of the deploying beam. The fixed beam at the carriage of the linear actuator was moved by moving the carriage. The transverse vibration of the deploying beam was observed by the Eulerian description near the hub. The deploying or retraction motion of the beam had the constant velocity and the velocity profile with acceleration and deceleration. We compared the transverse vibration results by the simulation and experiment. The observed response by the Eulerian description were analyzed.

• Journal of the Korean Wood Science and Technology
• /
• 제26권4호
• /
• pp.26-33
• /
• 1998

Acoustical properties of chestnut and paulownia woods have been determined in four film thicknesses of oriental lacquering and cashew varnishing on double surfaces of soundboard to elucidate effects of finishing. Accelerometer was attached to the specimen at one third position from one end, and specimen was hit by the impact hammer at one third position from opposite end. Data were processed by vibration analyzer. The ratio of axial-to-transverse sound velocity of untreated specimens of chestnut and paulownia were 3.25 and 5.34, respectively. Natural frequency, specific Young's modulus, acoustical coefficient, sound velocity, damping of sound radiation(DSR) and acoustical converting efficiency(ACE) decreased by oriental lacquering and cashew varnishing for both species. Damping of internal friction of chestnut decreased by oriental lacquering and cashew varnishing, but that of paulownia increased. Natural frequency. specific Young's modulus, acoustical coefficient, sound velocity, and DSR decreased with increased film thickness of both finishing materials. However, damping of internal friction and ACE showed irregular tendency with increased film thickness. Acoustical properties of cashew varnished chestnut specimen were better than those of oriental lacquered specimen. Acoustical properties of oriental lacquered paulownia specimen were better than those of cashew varnished specimen.

• 한국복합재료학회:학술대회논문집
• /
• 한국복합재료학회 1999년도 춘계학술발표대회 논문집
• /
• pp.53.1-56
• /
• 1999

The vibration behavior of glass-fabric reinforced plastic(GFRP) composite beams subjected to various transverse impacts has been investigated as a function of fiber orientation and void fraction. Theoretical results of resonant frequency damping coefficient and modal amplitude dispersion using the Euler-beam theory were obtained along with the finite element analysis which were compared with experimental ones Consequently it was shown that the transverse vibration characteristics were largely affected by fiber orientation and void fraction.

• Structural Engineering and Mechanics
• /
• 제77권6호
• /
• pp.809-817
• /
• 2021

In this study, the dynamic behavior of a three-span hybrid continuous arch bridge under vehicle loading is investigated. The natural vibration characteristics of the bridge were analyzed through pulsation test. In the dynamic loading test, the vibrations of the bridge under different truck speeds and different pavement conditions were tested, and time histories of deflection and acceleration of the bridge were measured. Based on the dynamic loading test, the impact coefficient was analyzed. The results indicate that the pavement smoothness had more impacts on the vibration of the bridge than the truck's speed. The vertical damping of the bridge under the excitation of the trucks is larger than the transverse damping. Resonance occurs at the side span of the bridge under a truck at 10 km/h.

• Journal of Advanced Marine Engineering and Technology
• /
• 제40권3호
• /
• pp.235-239
• /
• 2016

복원력을 잃고 선박이 전복될 때의 횡경사 속도는 선체가 사고 상황에 대해 외부로 표현하는 고유 응답의 하나가 된다. 자유 횡요 시 횡운동은 횡관성모멘트와 GM 및 횡감쇠계수와 같은 선체계수에 의해 나타낼 수 있으나 선체가 저속으로 진행되는 전복의 경우에는 각가속 성분이 특히 작아지므로 특성 해석은 보다 용이해진다. 따라서 빠르게 진행되는 전복사고에 비해 저속 전복 사고는 선체 거동의 예측이 적절히 가능할 뿐 아니라 선박구조에 필요한 시간의 확보가 수월해지므로 선박의 구조전략 측면에서 저속 전복사고는 별도로 분류하여 대응할 필요가 있다. 이를 위해 본 연구에서는 선체의 자유 횡운동에 대한 선형미분방정식을 토대로 저속 전복 시 선체계수들이 전복속도에 미치는 영향을 관련된 함수들로 나타내었으며 횡운동 진폭감쇠비를 기준으로 횡감쇠계수 크기와 선체 특성을 분석하였다. 또한, 여기에서의 수식적 관계를 실제 선박의 제원에 적용함으로써 얻어지는 결과들을 통해 제시된 저속 전복 선박의 일반적 특성이 도시적으로 설명될 수 있음을 확인하였다.

• Advances in aircraft and spacecraft science
• /
• 제2권3호
• /
• pp.275-302
• /
• 2015

Theoretical and numerical assessments of approximate evaluations and simplified analyses of piezoelectric structures transverse shear modal effective electromechanical coupling coefficient (EMCC) are presented. Therefore, the latter is first introduced theoretically and its approximate evaluations are reviewed; then, three-dimensional (3D) and simplified two-dimensional (2D) plane-strain (PStrain) and plane-stress (PStress) piezoelectric constitutive behaviors of electroded shear piezoceramic patches are derived and corresponding expected short-circuit (SC) and open-circuit (OC) frequencies and resulting EMCC are discussed; next, using a piezoceramic shear sandwich beam cantilever typical benchmark, a 3D finite element (FE) assessment of different evaluation techniques of the shear modal effective EMCC is conducted, including the equipotential (EP) constraints effect; finally, 2D PStrain and PStress FE modal analyses under SC and OC electric conditions, are conducted and corresponding results (SC/OC frequencies and resulting effective EMCC) are compared to 3D ones. It is found that: (i) physical EP constraints reduce drastically the shear modal effective EMCC; (ii) PStress and PStrain results depend strongly on the filling foam stiffness, rendering inadequate the use of popular equivalent single layer models for the transverse shear-mode sandwich configuration; (iii) in contrary to results of piezoelectric shunted damping and energy harvesting popular single-degree-of-freedom-based models, transverse shear modal effective EMCC values are very small in particular for the first mode which is the common target of these applications.

• 오토저널
• /
• 제4권3호
• /
• pp.56-68
• /
• 1982

This paper presents analytic solutions of defection and their resonance diagrams for a uniform beam of infinite length subjected to an constant axial force and moving transverse load simultaneously. Steady solutions are obtained by a time-independent coordinate moving with the load. The supporting foundation includes damping effects. The influences of the axial force, the damping coefficient and the load velocity on the beam response are studied. The limiting cases of no damping and critical damping are also investigate. The profiles of the deflection of the beam are shown graphically for several values of the load speed, the axial force and damping parameters. Form the results, following conclusions have been reached. 1. The critical velocity .THETA.cr decreases as the axial compressive force increases, but increases as the axial tensile force increase. 2. At the critical velocity .THETA.cr the deflection have a tendency to decrease as the axial tensile force increases and to increase gradually as the axial compressive force increases. 3. In case if relatively small dampings, the deflection increases suddenly as the velocity of the moving load approaches the critical velocity, and it reachs its maximum at the critical velocity, and it decreases and become greatly affected by the axial force as the velocity increases further. 4. in case of relatively large dampings, as the velocity increases the deflection decreases gradually and it is affected little by the axial load.

• 대한토목학회논문집
• /
• 제2권3호
• /
• pp.15-22
• /
• 1982

이 연구(硏究)는 이동하중(移動荷重)과 축하중(軸荷重)이 작용(作用)하는 무한(無限)보에 휨모멘트를 해석(解析)하고 공진선도(共振線圖)를 나타낸다. 하중(荷重)과 함께 이동(移動)하는 좌표계(座標系)에서 정상해(定常解)를 구하였다. 지지(支持)된 기초(基礎)는 감쇠(減衰)를 포함하였고 축하중(軸荷重)과 감쇠(減衰)와 이동하중속도(移動荷重速度)가 보의 응답(應答)에 미치는 영향(影響)을 연구(硏究)하였다. 비감표(非減表)와 임계감표(臨界減表)의 경우에 대하여도 연구(硏究)하였다. 몇몇의 이동하중속도변수(移動荷重速度變數), 축하중변수(軸荷重變數), 감표변수(減表變數)에 따른 보의 휨모멘트 윤곽(輪廓)이 도표(圖表)로 나타내졌다.

• Structural Engineering and Mechanics
• /
• 제86권2호
• /
• pp.167-180
• /
• 2023

This work applies a four-known quasi-3D shear deformation theory to investigate the bending behavior of a functionally graded plate resting on a viscoelastic foundation and subjected to hygro-thermo-mechanical loading. The theory utilizes a hyperbolic shape function to predict the transverse shear stress, and the transverse stretching effect of the plate is considered. The principle of virtual displacement is applied to obtain the governing differential equations, and the Navier method, which comprises an exponential term, is used to obtain the solution. Novel to the current study, the impact of the viscoelastic foundation model, which includes a time-dependent viscosity parameter in addition to Winkler's and Pasternak parameters, is carefully investigated. Numerical examples are presented to validate the theory. A parametric study is conducted to study the effect of the damping coefficient, the linear and nonlinear loadings, the power-law index, and the plate width-tothickness ratio on the plate bending response. The results show that the presence of the viscoelastic foundation causes an 18% decrease in the plate deflection and about a 10% increase in transverse shear stresses under both linear and nonlinear loading conditions. Additionally, nonlinear loading causes a one-and-a-half times increase in horizontal stresses and a nearly two-times increase in normal transverse stresses compared to linear loading. Based on the article's findings, it can be concluded that the viscosity effect plays a significant role in the bending response of plates in hygrothermal environments. Hence it shall be considered in the design.

• 한국재료학회지
• /
• 제4권7호
• /
• pp.817-822
• /
• 1994

비슷한 역학적 특성을 갖는 단면의 형상이 C형인 탄소섬유와 전형적인 원형탄소섬유를 에폭시를 모재로 하여 상호의 단면 형상이 강화 효과에 미치는 영향을 실험하였다. 실험결과 C 형 탄소 섬유 강화 복합재가 굴곡강도(218%), 굴곡탄성률(223%), 충간전단강도(157%), 충격강도(227%), 횡굴곡강도(184%)등의 모든 기계적 특성 부분에서 우수한 성능을 보였으며, 또한 재료의피로수명, 마찰/마모계수와 같은 기계적 특성과도 많은 상관을 보이는 것으로 알려진 제진(damping)특성에 있어서도 약 185% 정도의 높은 값을 보였다. 본 연구팀은 이와 같은 비원형 탄소섬유(C형)의 강화 효과및 가능성을 확인하여 제시하는 바 이다.