• 제목/요약/키워드: Tsai model

검색결과 150건 처리시간 0.024초

A Group Decision Model for Selecting Facility Layout Alternatives

  • Lin, Shui-Shun;Chiou, Wen-Chih;Lee, Ron-Hua;Perng, Chyung;Tsai, Jen-Teng
    • Industrial Engineering and Management Systems
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    • 제4권1호
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    • pp.82-93
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    • 2005
  • Facility layout problems (FLP) are usually treated as design problems. Lack of systematic and objective tools to compare design alternatives results in decision-making to be dominated by the experiences or preferences of designers or managers. To increase objectivity and effectiveness of decision-making in facility layout selections, a decision support model is necessary. We proposed a decision model, which regards the FLP as a multi-attribute decision making (MADM) problem. We identify sets of attributes crucial to layout selections, quantitative indices for attributes, and methods of ranking alternatives. For a requested facility layout design, many alternatives could be developed. The enormous alternatives, various attributes, and comparison of assigned qualitative values to each attribute, form a complicated decision problem. To treat facility layout selection problems as a MADM problem, we used the linear assignment method to rank before selecting those high ranks as candidates. We modelled the application of the Nemawashi process to simulate the group decision-making procedure and help efficiently achieve agreement. The electronics manufacturing service (EMS) industry has frequent and costly facility layout modifications. Our models are helpful to them. We use an electronics manufacturing service company to illustrate the decision-making process of our models.

개선된 비등방 확산 모델을 이용한 다결정형 솔라셀의 마이크로 크랙 검출 (Micro-crack Detection in Polycrystalline Solar Cells using Improved Anisotropic Diffusion Model)

  • 고진석;임재열
    • 전자공학회논문지
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    • 제50권5호
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    • pp.183-190
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    • 2013
  • 본 논문에서는 불균일한 표면을 갖는 다결정형 솔라셀에서의 마이크로 크랙 검출을 위한 개선된 비등방 확산 모델 기반의 불량 검출 기법에 대해서 다룬다. 산업용 카메라를 이용하여 획득한 영상에서 CCD 센서의 특성으로 인하여 대각선 방향으로 발생한 마이크로 크랙의 밝기가 일정하지 않게 표현되는 경우가 발생한다. 이와 같은 특징으로 인하여 기존의 비등방성 확산 모델 기반의 마이크로 크랙 검출 알고리즘에서 충분한 반복확산이 이뤄지지 않을 경우, 대각선 방향으로 발생한 마이크로 크랙을 불연속적으로 검출하는 단점을 가지고 있다. 그러나 확산 횟수가 증가할수록 전체 알고리즘 수행 시간이 증가하며, 실제 마이크로 크랙보다 두껍게 검출하는 경향이 있다. 이러한 단점을 개선하기 위하여 기존의 동서남북 방향 기울기를 이용하는 비등방 확산 모델에 확장된 대각선 방향의 기울기를 추가로 적용하였다. 제안된 방법은 십자방향의 기울기와 확장된 기울기를 비교하고, 보다 큰 값을 확산계수 함수에 적용하는 방법이다. 이는 대각선 방향으로 발생된 마이크로 크랙의 정보를 반영하기 위한 것이다. Tsai et al.의 방법과 Ko and Rheem의 방법과 비교실험 한 결과, 본 논문에서 제안된 알고리즘이 기존에 제안된 알고리즘에 비하여 적은 반복횟수에서 마이크로 크랙을 우수하게 검출하는 것을 확인했다. 또한 기존 알고리즘에 비하여 실제 마이크로 크랙과 유사한 두께로 검출하는 것을 확인했다.

Shaking table study of a 2/5 scale steel frame with new viscoelastic dampers

  • Chang, K.C.;Tsai, M.H.;Lai, M.L.
    • Structural Engineering and Mechanics
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    • 제11권3호
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    • pp.273-286
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    • 2001
  • Viscoelastic (VE) dampers have shown to be capable of providing structures with considerable additional damping to reduce the dynamic response of structures. However, the VE material appears to be sensitive to the variations in ambient temperature and vibration frequency. To minimize these effects, a new VE material has been developed. This new material shows less sensitivity to variations in vibration frequency and temperature. However, it is highly dependent on the shear strain. Experimental studies on the seismic behavior of a 2/5 scale five-story steel frame with these new VE dampers have been carried out. Test results show that the structural response can be effectively reduced due to the added stiffness and damping provided by the new type of VE dampers under both mild and strong earthquake ground motions. In addition, analytical studies have been carried out to describe the strain-dependent behavior of the VE damper. The dynamic properties and hysteresis behavior of the dampers can be simulated by a simple bilinear model based on the equivalent dissipated energy principle proposed in this study.

인장/압축 하중 하에서 FEA를 이용한 굴곡진 보강섬유를 가진 두꺼운 복합재료의 강도예측에 관한 연구 (Strength Prediction of Thick Composites with Fiber Waviness under Tensile/Compressive Load Using FEA)

  • 류근수;전흥재
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2001년도 추계학술발표대회 논문집
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    • pp.129-132
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    • 2001
  • Fiber waviness is one of manufacturing defects encountered frequently in thick composite structures. It affects significantly on the behavior as well as strength of thick composites. The effects of fiber waviness on tensile/compressive nonlinear elastic behavior and strength of thick composite with fiber waviness are studied theoretically and experimentally. FEA(Finite Element Analysis) models are proposed to predict tensile/compressive nonlinear behavior and strength of thick composites. In the FEA models, both material and geometric nonlinearities were incorporated into the model using energy density, iterative mapping and incremental method. Also Tsai-Wu criteria was adopted to predict the strength of thick composites with fiber waviness. Tensile and compressive tests were conducted on the specimens with uniform fiber waviness. It was observed that the degree of fiber waviness in composites significantly affected the nonlinear behavior and strength of the composites

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악조건하의 카메라 교정을 위한 알고리즘 (A Camera Calibration Algorithm for an Ill-Conditioned Case)

  • 이정화;이문규
    • 한국정밀공학회지
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    • 제16권2호통권95호
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    • pp.164-175
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    • 1999
  • If the camera plane is nearly parallel to the calibration board on which objects are defined, most of existing calibration approaches such as Tsai's radial-alignment-constraint method cannot be applied. Recently, for such an ill-conditioned case, Zhuang & Wu suggested the linear two-stage calibration algorithm assuming that the exact values of focal length and scale factor are known a priori. In this paper, we developed an iterative two-stage algorithm starts with initial guess fo the two parameters to determine the value of the others using Zhuang & Wu's method. In the second stage, the two parameters are locally optimized. This process is repeated until any improvement cannot be expected any more. The performance comparison between Zhuang & Wu's method and our algorithm shows the superiority of ours. Also included are the computational results for the effects of the distribution and the number of calibration points on the calibration performance.

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FIND THE ROOT CAUSE OF WELDING-INDUCED DISTORTION BY NUMERICAL MODELING METHOD

  • Tsai, Chon L.
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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    • pp.681-687
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    • 2002
  • The cumulative, shrinkage plastic strains and their distributions in the weld joint after completion of the welding process determine welding-induced distortion. Although the weldment undergoes many complex physical and metallurgical changes during welding, only the material plastic temperature range and its cooling history below this temperature range influence the [mal state of the cumulative shrinkage plastic strains. In addition, for structural welds, these plastic strains are uniform, except in the arc start and stop regions, along the weld. Therefore, the plastic strain-based "inherent shrinkage model" is effective and accurate to describe welding-induced distortion. This paper presents the theoretical background and numerical verification of this root cause.

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재료비선형을 고려한 일방향-평직 혼합 적층 복합재 체결부의 점진적 파손해석 (Progressive Failure Analysis of UD-Fabric Hybrid Laminated Composite Joints Considering Material Nonlinearity)

  • 최정석;신소영;안현수;권진회
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2002년도 추계학술발표대회 논문집
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    • pp.79-82
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    • 2002
  • A finite element method based on the two-dimensional progressive failure analysis considering material nonlinearity is presented for characterizing the strength and failure of the unidirectional-fabric hybrid laminated composite joints under pin loading. The 8-node laminated shell element is incorporated in the updated Lagrangian formulation. Failure criteria including the Maximum Stress and Tsai-Wu are used in conjunction with the complete unloading stiffness degradation method. For the verification, joint tests are conducted for the specimens with two different ply-number ratios of UD composite to fabric composite. Although there are some differences depending on ply-number ratios, the finite element model using the maximum stress criterion considering nonlinear material behavior predicts the failure strength best.

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Wave propagation of FG polymer composite nanoplates reinforced with GNPs

  • She, Gui-Lin
    • Steel and Composite Structures
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    • 제37권1호
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    • pp.27-35
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    • 2020
  • This study examines the wave propagation of the functionally graded polymer composite (FG-PC) nanoplates reinforced with graphene nanoplatelets (GNPs) resting on elastic foundations in the framework of the nonlocal strain gradient theory incorporating both stiffness hardening and softening mechanisms of nanostructures. To this end, the material properties are based on the Halpin-Tsai model, and the expressions for the classical and higher-order stresses and strains are consistently derived employing the second-order shear deformation theory. The equations of motion are then consistently derived using Hamilton's principle of variation. These governing equations are solved with the help of Trial function method. Extensive numerical discussions are conducted for wave propagation of the nanoplates and the influences of different parameters, such as the nonlocal parameter, strain gradient parameter, weight fraction of GNPs, uniform and non-uniform distributions of GNPs, elastic foundation parameters as well as wave number.

Polynomial modeling of confined compressive strength and strain of circular concrete columns

  • Tsai, Hsing-Chih
    • Computers and Concrete
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    • 제11권6호
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    • pp.603-620
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    • 2013
  • This paper improves genetic programming (GP) and weight genetic programming (WGP) and proposes soft-computing polynomials (SCP) for accurate prediction and visible polynomials. The proposed genetic programming system (GPS) comprises GP, WGP and SCP. To represent confined compressive strength and strain of circular concrete columns in meaningful representations, this paper conducts sensitivity analysis and applies pruning techniques. Analytical results demonstrate that all proposed models perform well in achieving good accuracy and visible formulas; notably, SCP can model problems in polynomial forms. Finally, concrete compressive strength and lateral steel ratio are identified as important to both confined compressive strength and strain of circular concrete columns. By using the suggested formulas, calculations are more accurate than those of analytical models. Moreover, a formula is applied for confined compressive strength based on current data and achieves accuracy comparable to that of neural networks.

PRACTICAL WAYS TO CALCULATE CAMERA LENS DISTORTION FOR REAL-TIME CAMERA CALIBRATION

  • Park, Seong-Woo;Hong, Ki-Sang
    • 한국방송∙미디어공학회:학술대회논문집
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    • 한국방송공학회 1999년도 KOBA 방송기술 워크샵 KOBA Broadcasting Technology Workshop
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    • pp.125-131
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    • 1999
  • In this paper, we address practical methods for calculating camera lens distortion for real time applications. Although the lens distortion problem can be easily ignored for constant-parameter lenses, in the field of real-time camera calibrations, for zoom lenses a large number of calculations are needed to calculate the distortion. However, if the distortion can be calculated independently of the other camera parameter, we can easily calibrate a camera without the need for a large number of calculations. Based on Tsai's camera model, we propose two different methods for calculating lens distortion. These methods are so simple and require so few calculations that the lens distortion can be rapidly calculated even in real-time applications. The first method is to refer to the focal length - lens distortion Look Up Table(LUT), which is constructed in the initialization process. The second method is to use the relationship between the feature points found in the image. Experiments were carried out for both methods, results of which show that the proposed methods are favorably comparable in performance with non-real full optimization method.