• Coupled systems mechanics
• /
• 제2권2호
• /
• pp.127-146
• /
• 2013

A closed-form solution for a fluid-structure system is presented in this article. The closed-form is used to evaluate the finite element method results through a numeric example with consideration of high frequencies of excitation. In the example, the structure is modeled as a cantilever beam with rectangular cross-section including only shear deformation and the reservoir is assumed semi-infinite rectangular filled with compressible fluid. It is observed that finite element results deviate from the closed-form in relatively higher frequencies which is the case for the near field earthquakes.

• 대한기계학회논문집A
• /
• 제24권6호
• /
• pp.1593-1600
• /
• 2000

A method based on frequency domain approaches is presented for the nonlinear parameters identification of structure having nonlinear joints. The finite element model of linear substructure is us ed to calculating its frequency response functions needed in parameter identification process. This method is easily applicable to a complex real structure having nonlinear elements since it uses the frequency response function of finite element model. Since this method is performed in frequency domain, the number of equations required to identify the unknown parameters can be easily increased as many as it needed, just by not only varying excitation amplitude but also selecting excitation frequencies. The validity of this method is tested numerically and experimentally with a cantilever beam having the nonlinear element. It was verified through examples that the method is useful to identify the nonlinear parameters of a structure having arbitary nonlinear boundaries.

• Structural Engineering and Mechanics
• /
• 제45권4호
• /
• pp.423-437
• /
• 2013

Complex structures are usually assembled from several substructures with joints connecting them together. These joints have significant effects on the dynamic behavior of the assembled structure and must be accurately modeled. In structural analysis, these joints are often simplified by assuming ideal boundary conditions. However, the dynamic behavior predicted on the basis of the simplified model may have significant errors. This has prompted the researchers to include the effect of joint stiffness in the structural model and to estimate the stiffness parameters using inverse dynamics. In the present work, structural joints have been modeled as a pair of translational and rotational springs and frequency equation of the overall system has been developed using sub-structure synthesis. It is shown that using first few natural frequencies of the system, one can obtain a set of over-determined system of equations involving the unknown stiffness parameters. Method of multi-linear regression is then applied to obtain the best estimate of the unknown stiffness parameters. The estimation procedure has been developed for a two parameter joint stiffness matrix.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 1996년도 가을 학술발표회 논문집
• /
• pp.210-217
• /
• 1996

Under strong shock loads including earthquake or blast, structures may start to crack in stress concentrated members. The continuous behavior of the structure changes to the discontinuous. In this study, numerical method analyzing continuous and discontinuous behavior of a structure is developed using a modified distinct element method. Equations of motion of each distinct element are integrated using the central difference method, one of the finite difference methods. Interactions between he elements are considered by an element and pore spring. The forces acting in the center of an element include contact stress transferred by element spring; tensile stress by pore spring; and external traction such as earthquake or blast load. To verify the proposed method, the behavior of the cantilever beam subject to the quasi-static concentrated force at the end is investigated. The failure behavior of the simply supported beam subject to the strong shock at the center is studied. The proposed method can predict the failure behavior of the structure due to the shock loading and the post-failure discontinuous behavior of the structure.

• 한국소음진동공학회논문집
• /
• 제13권10호
• /
• pp.760-766
• /
• 2003

This paper is concerned with the eddy current damper which can be used to enhance the damping of the host structure. The operating principle of the eddy current damper is first explained in detail. The dynamic interaction between the magnets and the copper plate produces eddy current thus resulting in the damping force. By attaching the eddy current damper to the host structure, the damping of the total structure can be increased so that vibrations can be suppressed. The advantage of the eddy current damper is that it doesn't require any electronic devices and power supply The effect of the eddy current damper on the global dynamic characteristics of the structure is investigated by considering the cantilever with the eddy current damper. Experimental results show that the eddy current damper is an effective device for vibration suppression.

• Tribology and Lubricants
• /
• 제26권2호
• /
• pp.129-135
• /
• 2010

Geckos have a unique ability to cling to ceilings and walls utilizing dry adhesion. Their foot pads are covered by a large number of small hairs (setae) that contain many branches per seta with a lower level of spatulae. Their fibrillar structure is the primary source of high adhesion. In this study, we construct the adhesion design database for biomimetic adhesive system. A simple idealized fibrillar structure consisting of single array of beams is modeled. The fibers are assumed as oriented cylindrical cantilever beams with spherical tip. We consider three necessary conditions; buckling, fracture and sticking of fiber structure, which constrain the allowed geometry. The adhesion analysis is performed for the attachment system in contact with rough surfaces with different s values for different main design variables-fiber radius, aspect ratio and material elastic modulus and so on. The developed adhesion design databases are useful for understanding biological systems and for guiding of fabrication of the biomimetic attachment system.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2003년도 춘계학술대회논문집
• /
• pp.136-141
• /
• 2003

This paper is concerned with the eddy current damper which can be used to enhance the damping of the host structure. The operating principle of the eddy current damper is first explained in detail. The dynamic interaction between the magnets and the copper plate produces eddy current thus resulting in the damping force. By attaching the eddy current damper to the host structure, the damping of the total structure can be increased so that vibrations can be suppressed. The advantage of the eddy current damper is that it doesn't require any electronic devices and power supply. The effect of the eddy current damper on the global dynamic characteristics of the structure is investigated by considering the cantilever with the eddy current damper. Experimental results show that the eddy current damper is an effective device for vibration suppression.

• 대한기계학회논문집A
• /
• 제37권7호
• /
• pp.833-839
• /
• 2013

본 논문에서는 광섬유 브래그 격자 센서를 이용한 외팔보 형태의 복합재 구조물 2차원 형상 모니터링 연구를 수행하였다. 복합재 구조물의 형상을 모니터링하기 위해 NASA에서 개발한 처짐 방정식과 FBG 센서가 부착된 복합재 보를 이용하였으며, 처짐에 따른 복합재 보의 형상을 추정하고 동시에 실제 처짐과 측정된 처짐 크기를 비교하였다. 실험 결과 보의 형상을 성공적으로 추정할 수 있었으나 실제 처짐과 측정된 처짐이 오차가 발생하였다. 하지만 이러한 오차가 선형 관계를 갖고 있어 이를 정량화하여 보정한 후 재 실험한 결과 실제 처짐과 동일한 처짐 크기를 구할 수 있었다. 결과적으로 오차 보상을 잘 활용한다면 외팔보 구조물의 형상 모니터링을 위해 FBG 센서와 처침 방정식이 매우 유용하다는 점을 확인할 수 있었다.

• 센서학회지
• /
• 제1권2호
• /
• pp.131-145
• /
• 1992

본 논문은 SOI트랜스듀서 및 회로를 위해, Si 직접접합과 M-C국부연마법에 의한 박막SOI구조의 형성 공정을 기술한다. 또한, 이러한 박막SOI의 전기적 및 압저항효과 특성들을 SOI MOSFET와 cantilever빔으로 각각 조사했으며, bulk Si에 상당한다는 것이 확인되었다. 한편, SOI구조를 이용한 두 종류의 압력트랜스듀서를 제작 및 평가했다. SOI구조의 절연층을 압저항의 유전체분리층으로 이용한 압력트랜스듀서의 경우, $-20^{\circ}C$에서 $350^{\circ}C$의 온도범위에 있어서 감도 및 offset전압의 변화는 자각 -0.2% 및 +0.15%이하였다. 한편, 절연층을 etch-stop막으로 이용한 압력트랜스듀서에 있어서의 감도변화를 ${\pm}2.3%$의 표준편차 이내로 제어할 수 있다. 이러한 결과들로부터 개발된 SDB공정으로 제작된 SOI구조는 집적화마이크로트랜스듀서 및 회로개발에 많은 장점을 제공할 것이다.

• Journal of the Korean Wood Science and Technology
• /
• 제43권1호
• /
• pp.60-67
• /
• 2015

국내산 낙엽송 집성재와 봉형 GFRP의 접착성능을 평가하기 위해 집성재에 선공을 한 후 봉형 GFRP를 삽입하고 접착제로 목재와의 간극을 충진시켜 인발시험편을 제작하였다. 인발시험편은 접착 깊이, 접착층 두께, 접착제 종류를 다르게 적용하여 실험하였다. 봉형 GFRP를 삽입접착한 캔틸레버형 라멘구조 시험체는 인발시험 결과를 토대로 제작, 강판삽입형 시험체와 모멘트 저항 성능을 비교검토 하였다. 인발시험결과 봉형 GFRP의 삽입깊이가 봉형 GFRP 직경의 5배일 때 가장 우수한 접착력이 측정되었으며, 접착층 두께는 1 mm일 경우 2 mm일 때보다 17%~29% 향상된 접착력이 측정되었다. 또한 폴리우레탄(poly-urethane) 접착제를 사용한 시험편이 레조시놀(resorcinol) 접착제를 사용한 시험편보다 2.9~4.0배 높은 성능을 발휘하였다. 봉형 GRFP로 접합한 캔틸레버형 라멘구조 시험체는 드리프트 핀을 사용한 강판삽입형 시험체와 비교하여 평균 0.82배 낮은 모멘트 저항 성능이 측정되었지만 초기강성은 0.93배로 대등한 성능을 보였다.