• Title/Summary/Keyword: 판요소법

Search Result 407, Processing Time 0.027 seconds

Comparison of Eddy Current Testing Probes for Detecting Flaws by Using Finite Element Method (유한요소법을 이용한 결함 진단용 와전류 탐침 코일의 특성 비교)

  • Mun, Ho-Young;Kim, Chang-Eod;Ko, Hyoung-Hwan
    • Proceedings of the KIEE Conference
    • /
    • 2011.07a
    • /
    • pp.906-907
    • /
    • 2011
  • 본 논문은 3D 타원형 결함을 가진 알루미늄 판에 대하여 와전류 탐상 프로브 중 Impedance, T/R, T/T 프로브를 설계하여 결함에서의 특성을 파악하였다. 특성 파악을 위해 세 가지의 결함에 대하여 프로브 코일 임피던스의 실수, 허수 변화에 따른 와전류 센서의 특성을 비교하였다.

  • PDF

Analysis of a Linear Ultrasonic Motor Considering One Point Contact Mechanism (일점 접촉 문제를 고려한 선형 초음파모터 해석)

  • Yi, Kyung-Pyo;Rho, Jong-Seok;Jung, Hyun-Kyo
    • Proceedings of the KIEE Conference
    • /
    • 2008.10c
    • /
    • pp.77-79
    • /
    • 2008
  • 본 논문에서는 고리모양 판의 멀티모드를 이용하여 동작하는 선형 초음파모터에 대한 해석방범을 제시하였다. 고정자의 변위는 3D 유한요소법을 이용하여 해석하였으며, 시간에 따른 접촉 면적과 접촉표면의 운동속도의 변화를 반영한 해석적 방법을 이용하여 고정자와 이동자 사이의 접촉을 해석하였다. 해석방법 검증을 위하여 외경 10.00mm, 두께 1.00mm인 선형 초음파모터 모델에 대한 해석결과를 실험결과와 비교하였다.

  • PDF

A study on the heat flow in laser welding of steel sheet of the different thickness (두께가 다른강판의 레이저 용접시 열유동에 관한 연구)

  • 양영수
    • Journal of the Korean Society for Precision Engineering
    • /
    • v.11 no.2
    • /
    • pp.41-49
    • /
    • 1994
  • Laser welded blanks are finding increased usage in many industrial applications, which are made of different sheet thickness or different material strengths joined together. In this study the heat flow problem in laser welding of the different steel sheet thickness was solved by using a finite element method, and a series of experiments wers carried out to confirm the validity of the numerical method.

  • PDF

Control of Wave Screening Performance of Floating Breakwaters (부유식 방파에의 파랑 차단 성능 제어)

  • 양우석;조원철;박우선
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.13 no.3
    • /
    • pp.230-236
    • /
    • 2001
  • The numerical investigations on the wave-screening characteristics of floating breakwaters are presented. The fluid motion is idealized as linearized, two dimensional potential flow. A finite element model is adopted to analyze the performance of floating breakwaters. Numerical experiments are carried out for two type floating breakwater. One is a conventional pontoon type breakwater with rectangular cross-section, and the other is a side float breakwater which consists of two rectangular shaped floats connected to each other by a frame. To improve the performance of the floating breakwaters, especially for long-period wave conditions, numerical experiments are carried out for the cases attaching the thin plates at the bottom of folats in the vertical direction.

  • PDF

The Error Involved in the Equivalent Electroacoustic Circuit Approach for the Element of Straight Pipe in Multiple Layer Perforated Plate Systems (다중 다공판 시스템에서 직관요소에 대한 전기음향등가회로법의 오류)

  • 이동훈;권영필
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.13 no.3
    • /
    • pp.180-185
    • /
    • 2003
  • The equivalent electroacoustic circuit approach has been conventionally used for the analysis of the multiple layer perforated plate system. However, it is found that an analogy error has been involved in the equivalent electroacoustic approach proposed by previous researchers for the element of straight pipe. Although the pipe between the perforated layers is a distributed element in the analogy, it has been treated as a parallel element by previous investigators. The analogy error is demonstrated by comparing the calculated absorption coefficients based on the parallel circuit and the distributed circuit, respectively, with the measured values by the two-microphone impedance tube method.

Large Deflection Analysis of Plates By Using Small Local Deflections And Rotational Unit Vectors (미소 변형 및 회전 단위 벡터를 이용한 판의 대변형 해석)

  • 이기수
    • Journal of the Korean Society for Precision Engineering
    • /
    • v.17 no.2
    • /
    • pp.201-210
    • /
    • 2000
  • The large deflection of plate is analyzed by co-rotational formulations using small local displacements and rotating unit vectors on the nodal points. The rotational degrees of the freedom are represent ed by the unit vectors1 In the nodal points, and the equilibrium equations are formulated by using small deflection theories of the plates by assuming that the directions of the unit vectors of the nodal points are known apriori. The translational degrees of freedom are independently solved from the rotational degrees of freedom in the equilibrium equations, and the correct directions of the unit vectors are computed by the iterative scheme by imposing the moment equilibrium constraint. The equilibrium equations and the associated solution procedure are explained, and the verification problems are solved.

  • PDF

Stress Analysis of Plate Augumentation for Distal Femur Fracture (대퇴부 원위부 골절에 관한 금속판 보강술의 응력 해석)

  • 김지숙;범현규;양영수
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 1997.10a
    • /
    • pp.816-819
    • /
    • 1997
  • The operation of femoral non-union after IM(Intramedullary) nailing in distally femoral fractures is considered. Augmentive plate fixation is the management of femoral non-union after IM nailing. The purpose of this study is to compare the bending, torsional stiffness and stress distribution of the two operations by the FEM(Finite Element Method). Augmentive plate fixation is better than IM nail fixation. These results conclude that plate augmentation is a useful method for the unstable femoral non-union after interlocking IM nailing.

  • PDF

Analysis of Forming Limit for Circular Bonded Sheet Metals by Shear Band Formation (전단띠 형성에 의한 원형접합판의 변형한계 해석)

  • 정태훈
    • Transactions of the Korean Society of Machine Tool Engineers
    • /
    • v.10 no.1
    • /
    • pp.127-132
    • /
    • 2001
  • By the use of a similar numerical method as the forming limit strain by coating method of coated sheet metals is investigated, in which the FEM is applied and J2G(J2-Gotohs Corner Theory) is utilized as the plasticity constitutive equa-tion. Circular bonded sheet metals with dissimilar sheets on both surface planes are stretched in a plane -strain state, with various work-hardening exponent n-values and thicknesses of each layer. Processes of shear-band formation in such com-posite sheets are clearly illustrated. It is concluded that, it the bonded state, the higher limiting strain of one layer is reduced due to the lower limiting strain of the other layer and vice versa, and does not necessarily obey the rule of linear combination of the limiting strain of each layer weighed according thickness.

  • PDF

Vibration Control of Smart Laminated Composite Plates Using Piezoceramic Sensor/Actuators and Viscoelastic Material (압전 세라믹 감지기/작동기와 점탄성 재료를 이용한 지능형 복합 적층판의 진동 제어)

  • 강영규;서경민;이시복
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.11 no.4
    • /
    • pp.37-42
    • /
    • 2001
  • Active vibration control of laminated composite plates has been carried out to design structure with maximum possible damping capacity, using piezoceramic sensor/actuators and passive constrained-layer damping treatment. The equations of motion are derived for symmetrical, multi-layer laminated plates. The damping ratio(ζ) and modal damping(2ζ$\omega$) of the first bending and torsional modes are calculated by means of iterative complex eigensolution method for both passive and active vibration control. This paper addresses a design strategy of laminated composite plate under structural vibrations.

  • PDF

The study of the reinforce effect with respect to the variation of the design parameter of reinforced plate structure (보강판의 설계 변수 변화에 따른 평판구조물의 보강효과에 관한 연구)

  • Han, Geun-Jo;Ahn, Sung-Chan;Shim, Jae-Joon;Jang, Hwal-Su
    • Proceedings of the KSME Conference
    • /
    • 2000.11a
    • /
    • pp.807-812
    • /
    • 2000
  • In general, a structure that is composed with plates has lower bending strength and stiffness than solid structure. To solve this problem, reinforced structures have been used. And we need rules to choose best shape for each using conditions. In this paper, simple equation that expresses equivalent thickness with respect to parameters by substituting results from Finite Element Analysis to normal plate displacement equation was derived.

  • PDF