• 제목/요약/키워드: parametric interpolation

검색결과 45건 처리시간 0.025초

단면 분할 FFD를 이용한 3D 라스트 데이터 생성시스템 개발 (Three Dimensional Last Data Generation System Utilizing Cross Sectional Free Form Deformation)

  • 김시경;박인덕
    • 제어로봇시스템학회논문지
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    • 제11권9호
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    • pp.768-773
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    • 2005
  • A new approach for human foot modelling and last design based on the cross sectional method is presented in this paper. The proposed last design method utilizes the dynamic trimmed parametric patches for the foot 3D data and last 3D data. The cross section a surface of 3D foot for the 3D last, design modeling of free form geometric last shapes. The proposed last design scheme wraps the 3D last data surrounding the measured 3D foot data with the effect of deforming the last design rule The last design rule of the FFD is constructed on the FFD lattice based on foot-last shape analysis. In addition, the control points of FFD lattice are constructed with cross sectional data interpolation methods from the a finite set of 3D foot data. The deformed 3D last result obtained from the proposed FFD is saved as a 3D dxf foot data. The experimental results demonstrate that the last designed with the proposed scheme has good performance.

Elastic analysis of arbitrary shape plates using Meshless local Petrov-Galerkin method

  • Edalati, H.;Soltani, B.
    • Wind and Structures
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    • 제27권4호
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    • pp.235-245
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    • 2018
  • In this study the stress analysis of orthotropic thin plate with arbitrary shapes for different boundary conditionsis investigated. Meshfreemethod is applied to static analysis of thin plates with various geometries based on the Kirchhoff classical plate theory. According to the meshfree method the domain of the plates are expressed through a set of nodes without using mesh. In this method, a set of nodes are defined in a standard rectangular domain, then via a third order map, these nodes are transferred to the main domain of the original geometry; therefore the analysis of the plates can be done. Herein, Meshless local Petrov-Galerkin (MLPG) as a meshfree numerical method is utilized. The MLS function in MLPG does not satisfy essential boundary conditions using Delta Kronecker. In the MLPG method, direct interpolation of the boundary conditions can be applied due to constructing node by node of the system equations. The detailed parametric study is conducted, focusing on the arbitrary geometries of the thin plates. Results show that the meshfree method provides better accuracy rather than finite element method. Also, it is found that trend of the figures have good agreement with relevant published papers.

The analysis of groundwater table variations in Sylhet region, Bangladesh

  • Zafor, Md. Abu;Alam, Md. Jahir Bin;Rahman, Md. Azizur;Amin, Mohammad Nurul
    • Environmental Engineering Research
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    • 제22권4호
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    • pp.369-376
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    • 2017
  • The trend analysis of the study was acquired by selecting multiyear monthly groundwater table data and monitors the wells in each sub-district under the study area. The intention of this research was to analyze the outcome of the non-parametric Mann-Kendall test at greater than the significance level which is 95% of groundwater level in Sylhet. The aptitude is effective at two conjunctures where the confidence bounds are 95% and it meets the estimate line of Sen's. To calculate and assess the spatial differences in the inanition of groundwater table, geostatistical methods was applied based on data from 27 groundwater wells during the period from January 1975 to December 2011 which were obtained from a secondary source, Bangladesh Water Development Board. The geographic information system was used to assess the spatial change in order to find the level of groundwater. Cross-validation errors were found within an advisable level in estimating the groundwater depth with different interpolation models of ordinary kriging methods. Finally, surface maps were generated with the best-fitted model. The southeast region was found highly vulnerable from groundwater level point of view. Northern region was detected highest hazard prone area for diverge groundwater using kriging method.

연속된 CT-Image를 이용한 고관절 3d 형상의 재구성 및 Simulated Implantation System 구축에 관한 연구 (A Study on 3d Reconstruction and Simulated Implantation of Human Femur Using Consecutive CT-Images)

  • 민경준;김중규;최재봉;최귀원
    • 대한의용생체공학회:의공학회지
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    • 제20권2호
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    • pp.155-164
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    • 1999
  • 본 논문에서는 화상 신호처리 및 컴퓨터 그래픽스 요소기술을 이용하여, 컴퓨터 상에서 인공고관절의 시술절차를 적용해 보기 위한 Simulated Implantation System (이하 SIS)을 소개한다 SIS는 일련의 자동화된 절차에 따라, 골반(pelvis)과의 접촉이 이루어지는 대퇴골의 상단부위인 고관절(femoral head)을 대체하는 과정을 3차원적으로 가상 수행할 수 있으며, 환자의 고관절과 인공고관절간의 정합정도를 수치적으로 해석할 수 있는 기능을 궁극적 목표로 하게 된다. 이를 위해 필수적으로 필요한 CT-Image를 이용한 고관절 영상의 3차원 재구성, 그리고 projection image글 이용한 인공고관절의 3차원 표현기법에 대해 논의하고, 각각에 대응되는 결과물들을 분석해봄으로써 현재 의공학 분야에서 절실히 요구되고 있는, 영상신호처리와 컴퓨터그래픽스를 이용한 SIS의 prototype에 대한 모습을 제시해 보고자 한다

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LFFD 및 SFFD를 이용한 3차원 라스트 데이터 생성시스템 개발 (Three Dimensional Last Data Generation System Design Utilizing SFFD and LFFD)

  • 김시경;박인덕
    • 제어로봇시스템학회논문지
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    • 제12권2호
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    • pp.113-118
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    • 2006
  • A new last design approach based on the Limb line FFD (LFFD) and Scale factor FFD (SFFD) is presented in this paper. The proposed last design method utilizes the dynamic trimmed parametric patches for the measured foot 3D data and last 3D data. Furthermore, the proposed last data generation system utilizes cross sectional data extracted obtained from the measured 3D foot data. First, the last design rule of the LFFD is constructed on the FFD lattice based on foot last shape analysis. Secondly, SFFD is constructed on the LFFD new lattice based on scale factor deformation. The scale factor is constructed on the boundary edges of polygonized patch and the cross section last data boundary edge of the polygon object. Suppose the two boundary curves have been preprocessed so that they run in the same direction and they forms the SF(Scale Factor). In addition, the control points of FFD lattice are derived with cross. sectional data interpolation methods from a finite set of 3D foot data.

3차원 스캔 데이터로부터의 인체 팔, 다리 형상 복원 (Human Limbs Modeling from 3D Scan Data)

  • 현대은;윤승현;김명수
    • 한국컴퓨터그래픽스학회논문지
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    • 제8권4호
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    • pp.1-7
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    • 2002
  • 본 논문에서는 3차원 인체 형상 스캔 데이터로부터 팔, 다리형상을 복원하는 방법을 제시한다. 이 방법에서는 팔, 다리 스캔 데이터의 대략적인 형상을 나타내는 기반 곡면과 자세한 세부 현상을 나타내는 displacement 맵의 이중구조로 형상을 복원한다. 팔, 다리 부분의 스캔 데이터 형상은 골격을 따라 스윕하는 타원체로 근사되며, 이 타원체 스윕을 부드럽게 감싸는 envelope 곡면으로 기반 곡면을 생성한다. 타원체 스윕의 envelope 곡면은 빠른 계산을 위해 골격을 따라 추출되는 타원의 스윕 곡면으로 근사된다. 기반 곡면에 대한 스캔 데이터 점들의 displacement는 각 단면 타원으로의 매핑을 통해 스칼라 값으로 구해지며, 다단계 스플라인 함수를 이용하여 매개화된 displacement 맵을 구성한다. 이 과정에서 복원된 형상 위의 점들은 해당하는 타원체 상으로 매핑된다. 본 방법을 통하여 팔, 다리의 간결한 형상 표현을 추출할 수 있으며, 매핑된 타원체를 이용하여 형상을 빠르고 사실적으로 변형할 수 있다.

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매끄럽지 않게 연결된 두 곡선에 대해 제한된 곡률로 부드럽게 연결할 수 있는 천이 궤적 생성 방법 (A Path-level Smooth Transition Method with Curvature Bound between Non-smoothly Connected Paths)

  • 최윤종;박부견
    • 전자공학회논문지SC
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    • 제45권4호
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    • pp.68-78
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    • 2008
  • 연속적인 경로 사이를 부드러운 곡선으로 잇기 위해서 기존의 로봇 제어기들은 일반적으로 연속적인 경로를 시간 축에서 합성하는 방법을 사용해 왔다. 하지만 이런 방법은 다음과 같은 두 가지 단점을 내재하고 있다. 천이 경로의 형태가 연접하게 생성될 수 없다는 점과 천이하는 동안 속력을 제어할 수 없다는 점이 그것이다. 이러한 문제점들을 극복하기 위해서 본 논문은 매끄럽지 않게 연결된 두 경로들을 부드럽게 잇기 위해 곡률이 제한된 새로운 천이 궤적 생성 방법을 제시하고자 한다. 실험 결과는 기존의 방법들보다 천이 궤적이 더 부드럽게 생성되는 것을 보여주며, 또한 보장된 곡률의 제한 수준은 $0.02{\sim}1$임을 보여준다.

육각화소 기반의 지역적 이진패턴을 이용한 배경제거 알고리즘 (Background Subtraction Algorithm by Using the Local Binary Pattern Based on Hexagonal Spatial Sampling)

  • 최영규
    • 정보처리학회논문지B
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    • 제15B권6호
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    • pp.533-542
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    • 2008
  • 동영상에서의 배경제거는 다양한 실시간 머신 비젼 응용에서 매우 중요한 단계이다. 본 논문에서는 이러한 배경제거를 위한 육각화소 기반의 새로운 접근 방법을 제안한다. 일반적으로 육각형 샘플링 영상은 양자화 오차가 적으며, 이웃화소의 연결성 정의를 크게 개선한다고 알려져 있는데, 제안된 방법은 비매개변수형 배경제거 방법의 하나인 지역적 이진패턴 기반 알고리즘에 이러한 육각 샘플링 영상을 적용하는 것을 특징으로 한다. 이를 통해, 지역적 이진패턴의 추출과정에서 필요한 쌍선형 보간을 없애고 계산량을 줄일 수 있었다. 실험을 통해 이러한 육각화소의 적용이 배경제거 분야에 매우 효율적으로 적용될 수 있음을 확인할 수 있었다.

Face stability analysis of rock tunnels under water table using Hoek-Brown failure criterion

  • Li, T.Z.;Yang, X.L.
    • Geomechanics and Engineering
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    • 제18권3호
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    • pp.235-245
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    • 2019
  • This paper presents a novel methodology for face stability assessment of rock tunnels under water table by combining the kinematical approach of limit analysis and numerical simulation. The tunnels considered in this paper are excavated in fractured rock masses characterized by the Hoek-Brown failure criterion. In terms of natural rock deposition, a more convincing case of depth-dependent mi, GSI, D and ${\sigma}_c$ is taken into account by proposing the horizontally layered discretization technique, which enables us to generate the failure surface of tunnel face point by point. The vertical distance between any two adjacent points is fixed, which is beneficial to deal with stability problems involving depth-dependent rock parameters. The pore water pressure is numerically computed by means of 3D steady-state flow analyses. Accordingly, the pore water pressure for each discretized point on the failure surface is obtained by interpolation. The parametric analysis is performed to show the influence of depth-dependent parameters of $m_i$, GSI, D, ${\sigma}_c$ and the variation of water table elevation on tunnel face stability. Finally, several design charts for an undisturbed tunnel are presented for quick calculations of critical support pressures against face failure.

Nonparametric modeling of self-excited forces based on relations between flutter derivatives

  • Papinutti, Mitja;Cetina, Matjaz;Brank, Bostjan;Petersen, Oyvind W.;Oiseth, Ole
    • Wind and Structures
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    • 제31권6호
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    • pp.561-573
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    • 2020
  • Unsteady self-excited forces are commonly represented by parametric models such as rational functions. However, this requires complex multiparametric nonlinear fitting, which can be a challenging task that requires know-how. This paper explores the alternative nonparametric modeling of unsteady self-excited forces based on relations between flutter derivatives. By exploiting the properties of the transfer function of linear causal systems, we show that damping and stiffness aerodynamic derivatives are related by the Hilbert transform. This property is utilized to develop exact simplified expressions, where it is only necessary to consider the frequency dependency of either the aeroelastic damping or stiffness terms but not both simultaneously. This approach is useful if the experimental data on aerodynamic derivatives that are related to the damping are deemed more accurate than the data that are related to the stiffness or vice versa. The proposed numerical models are evaluated with numerical examples and with data from wind tunnel experiments. The presented method can evaluate any continuous fitted table of interpolation functions of various types, which are independently fitted to aeroelastic damping and stiffness terms. The results demonstrate that the proposed methodology performs well. The relations between the flutter derivatives can be used to enhance the understanding of experimental modeling of aerodynamic self-excited forces for bridge decks.