• Title/Summary/Keyword: wedge

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Surface bonding pad design for universal wire bonding(Au ball bonding + Al wedge bonding) (Universal wire bonding(Au ball bonding + Al wedge bonding)을 위한 표층 전극 구조 설계)

  • Sung, Je-Hong;Kim, Jin-Wuan;Choi, Yun-Huek
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2008.11a
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    • pp.171-171
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    • 2008
  • 본 연구는 초음파 알루미늄 웨지 및 금 볼 본딩을 동시에 적용 가능한 본딩 Pad의 금속학적 안정성을 고려한 표층전극 형성 방법에 관한 것이다. 특히, 이동통신 및 전장용 모듈의 복합 및 융합화로 LTCC기판 패키징에 있어서 다양한 본딩 기술이 요구되고 있다. 전통적인 interconnection 기술인 Au ball 본딩 및 초음파 에너지를 이용한 Al wedge 본딩 기술이 동시에 사용되어야 하는 패키지 구조의 경우 본딩 패드의 표층전극 설계는 서로 상충되는 조건이 요구된다. 따라서, 본 연구에서는 LTCC기판의 표층전극의 Metal finish 방법으로 이용되는 ENEPIG(무전해 Ni/Pd/Au도금)공법으로 Au ball 본딩 및 초음파 Al wedge 본딩을 동시에 가능하게 하는 solution을 제시하여 패키징 자유도뿐만 아니라 Interconnection 신뢰성을 확보할 수 있었다.

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Study for weight of wedge type rail clamp according to initial clamping force (레일클램프의 원활한 클램핑과 초기체결력 발휘를 위한 중추무게의 관계에 관한 연구)

  • Han, Geun-Jo;An, Chan-Woo;Kim, Tae-Hyung;Sim, Jae-Jun;Han, Dong-Sub;Lee, Ho;Jeon, Young-Hwan
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2003.06a
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    • pp.1517-1520
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    • 2003
  • In this paper, we design a wedge type rail-clamp which can protect container crane from wind with constant clamping force regardless of the operating period. When we design wedge type rail clamp, it is important to determine the weight for locker to descent smoothly with an initial clamping force of rail and pad. Therefor, this paper suggest a process to decide a wright within proper range which could be obtained using FEA of wedge type rail clamp.

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Sensitivity Analysis in Latent Root Regression

  • Shin, Jae-Kyoung;Tomoyuki Tarumi;Yutaka Tanaka
    • Communications for Statistical Applications and Methods
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    • v.1 no.1
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    • pp.102-111
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    • 1994
  • We Propose a method of sensitivity analysis in latent root regression analysis (LRRA). For this purpose we derive the quantities ${\beta\limits^\wedge \;_{LRR}}^{(1)}$, which correspond to the theoretical influence function $I(x, y \;;\;\beta\limits^\wedge \;_{LRR})$ for the regression coefficient ${\beta\limits^\wedge}_{LRR}$ based on LRRA. We give a numerical example for illustration and also investigate numerically the relationship between the estimated values of ${\beta\limits^\wedge \;_{LRR}}^{(1)}$ with the values of the other measures called sample influence curve(SIC) based on the recomputation for the data with a single observation deleted. We also discuss the comparision among the results of LRRA, ordinary least square regression analysis (OLSRA) and ridge regression analysis(RRA).

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Experimental Study on Wedge Slamming Considering Fluid-Structure Interaction (유체-구조 상호 간섭을 고려한 쐐기 슬래밍에 대한 실험적 연구)

  • Ahn, Kang-Su;Kwon, Sun-Hong
    • Journal of Ocean Engineering and Technology
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    • v.31 no.1
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    • pp.22-27
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    • 2017
  • This paper presents the results of an experimental study on the wedge slamming impact problem, including the fluid-structure interaction. A free drop test was performed to estimate the hydroelasticity. Three wedges were fabricated of 5 mm thick steel plate. The deadrise angles were $15^{\circ}$, $20^{\circ}$, and $25^{\circ}$. Plate thicknesses of 2 mm and 3 mm were used to determine the effect of the structural rigidity. The drop heights were 25 cm, 50 cm, 75 cm, and 100 cm. The pressure on a rigid part of the wedge and strain of the elastic plate were measured at four different locations. The pressure was compared using the Wagner theory and generalized Wagner theory.

CANCELLATION OF LOCAL SPHERES WITH RESPECT TO WEDGE AND CARTESIAN PRODUCT

  • Hans Scheerer;Lee, Hee-Jin
    • Journal of the Korean Mathematical Society
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    • v.33 no.1
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    • pp.15-23
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    • 1996
  • Let C be a category of (pointed) spaces. For $X, Y \in C$ we denote the wedge (or one point union) by $X \vee Y$ and the cartesian product by $X \times Y$. Let $Z \in C$; we say that Z cancels with respect to wedge (resp. cartesian product) and C, if for all $X, Y \in C$ the existence of a homotopy equivalence $X \vee Z \to Y \vee Z$ implies the existence of a homotopy equivalence $X \to Y$ (resp. for cartesian product). If this does not hold, we say that there is a non-cancellation phenomenon involving Z (and C).

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Effect of Differential Pressure on the Performance of Motor Operated Flexible Wedge Gate Valve (차압이 모터구동 Flexible Wedge형 게이트밸브의 성능에 미치는 영향)

  • Kim, Dae-Woong;Yoo, Seong-Yeon
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.31 no.2 s.257
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    • pp.151-158
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    • 2007
  • The mechanism of power transmission from motor torque to stem thrust and the operation characteristic of each stroke position are analyzed using the diagnostic signal, and effects of differential pressure on the performance of motor operated flexible wedge gate valve are investigated. Test facility consists of 76 mm motor operated valve(flexible wedge type), pump and pipe system. Static and dynamic test are performed separately, and two differential pressure conditions are applied in the dynamic test. To evaluate the performance of valve, test signals for the torque, thrust, current, voltage and stroke length are acquired by using UDS which is diagnosis device for motor operated valve, and each diagnostic signal is analyzed and compared. The characteristic of valve performance factors such as stem factor, rate of loading, valve factor, are evaluated, and these factors are found to be severely influenced by the fluid differential pressure.

Behavior of Wedge-Type Anchor System for External Prestressing Method with CFRP (외부 긴장 보강을 위한 탄소섬유 복합재료용 쐐기형 정착구 거동)

  • Shin Jae-Min;Jung Dae-Sung;Jung Woo-Tae;Park Jong-Sup;Park Young-Hwan;Kim Chul-Young
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.477-480
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    • 2004
  • This paper present test result to develop wedge-type anchor system for external prestressing method with CFRP. The test results indicated that the lower a slope angle and elastic of wedge are, the higher ultimate strengths are for plate types. Bar types showed premature failure because of local high stress in FRP of anchor system. Therefore, to improve the strength for bar types needs further work of strengthening sleeves, slope angles of wedge and materials.

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Experimental Study of Water Impact Loads on Symmetric and Asymmetric Wedges (대칭 및 비대칭 2차원 쐐기의 입수 충격에 관한 실험적 연구)

  • Kim, Kyong-Hwan;Lee, Dong Yeop;Hong, Sa Young;Kim, Young-Shik;Kim, Byoung Wan
    • Journal of Ocean Engineering and Technology
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    • v.28 no.3
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    • pp.209-217
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    • 2014
  • In the present study, the water impact loads on two-dimensional symmetric and asymmetric wedges were mainly studied. The impact pressure and force were measured during a vertical drop of the symmetric and asymmetric wedges. The measured pressure was compared with analytic solutions. The measured force at a local area of the wedge was compared with the integrated pressures and analytic solutions. Some findings on symmetric and asymmetrical wedge drops are presented, and the reliability of the force sensor used for the measurement of the local impact force is discussed.

Finite Element Simulation of a Cross-Wedge Rolling Process Considering Detailed Geometry of Dies (금형의 상세 형상을 고려한 크로스웨지롤링 공정의 유한요소 시뮬레이션)

  • Lee, M.C.;Cho, J.H.;Park, J.H.;Joun, M.S.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2008.05a
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    • pp.252-255
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    • 2008
  • We conduct finite element simulation of a cross-wedge rolling process using AFDEX 3D. The die is realistically modeled with emphasis on the hatched plicate over the slope or forming region. Coulomb frictional law is used to prevent slip between material and die. Constant shear frictional law is also investigated and it is esmphasized that the constant shear frictional law is improper for cross-wedge rolling simulation.

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Vibration Analysis for the Euler-Bernoulli Wedge Beam by Using Differential Transformation Method (미분변환법에 의한 Euler-Bernoulli 쐐기 보의 진동 해석)

  • Yun, Jong-Hak;Shin, Young-Jae
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.15 no.11 s.104
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    • pp.1318-1323
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    • 2005
  • In this paper, the vibration analysis for the Euler-Bernoulli complete and truncate wedge beams by differential Transformation method(DTM) was investigated. The governing differential equation of the Euler-Bernoulli complete and truncate wedge beams with regular singularity is derived and verified. The concepts of DTM were briefly introduced. Numerical calculations are carried out and compared with previous published results. The usefulness and the application of DTM are discussed.