• 정보처리학회논문지A
• /
• 제11A권5호
• /
• pp.365-372
• /
• 2004

최근 복잡한 3차원 모델의 활용 범위가 확대됨에 따라 메쉬 모델의 간략화에 관한 연구가 활발히 진행되고 있다. 본 논문에서는 기존의 모델 간략화 과정에서 널리 사용되는 모델의 정점에 대한 위치 정보에 근거한 기하 정보 기반의 간략화 방법에 모델의 속성 정보를 동시에 이용한 새로운 간략화 방법을 제시한다. 대부분의 3차원 메쉬 모델의 정보에는 기하 정보뿐만 아니라 모델의 색상, 질감, 그리고 곡률 등과 같은 속성 정보가 포함되며, 기존의 간략화 방법은 통상적으로 기하학적 정보나 속성 정보를 개별적으로 적용하여 메쉬를 간략화 한다. 본 논문에서 제시된 간략화 방법은 모델의 기하학 정보와 속성 정보를 동시에 적용하여 메쉬 간략화를 수행하였다. 특히 본 논문에서는 메쉬의 간략화에 상대적으로 수행 시간과 충실도에 장점을 지닌 이차 오차 척도(quadric error metric)를 확장하여 일반적인 기하학적 정보에 속성 정보를 추가하였다. 따라서, 제안된 메쉬 간략화 방법은 기하 정보기반으로 간략화를 수행하는 이차 오차 척도에 속성 정보가 추가된 간단한 이차식으로 확장하여 표현할 수 있다. 이는 기하 정보만을 이용하였을 때의 이차식의 공간 차수를 m=0으로 두었을 때 추가된 속성 정보의 특성에 따라 차수를 확장 함(m>0)으로서 계산이 가능하다. 실험 결과, 제안된 방법에 의한 모델의 간략화 결과를 원 모델과 비교 시 기하 정보만을 이용한 기존의 간략화 방법의 수행 결과에 비하여 모델의 전체적인 외형 등 특성 정보의 충실도가 높다는 것을 입증할 수 있었다.

• 한국CDE학회논문집
• /
• 제10권1호
• /
• pp.61-69
• /
• 2005

In the global ship structure and vibration analysis, the FE(finite element) analysis model is required in the early design stage before the 3D CAD model is defined. And the analysis model generation process is a time-consuming job and takes much more time than the engineering work itself. In particular, ship structure has too many associated structural members such as stringers, stiffness and girders etc. These structural members should be satisfied as the constraints in analysis modeling. Therefore it is necessary to support generation of analysis model with satisfying these constraints as an automatic manner. For the effective support of the global ship analysis modeling, a method to generate analysis model using initial design information within ship design process, that hull form offset data and compartment data, is developed. In order to easily handle initial design information and FE model information, flexible data structure is proposed. An automatic quadrilateral mesh generation algorithm using initial design information to satisfy the constraints imposed on the ship structure is also proposed. The proposed data structure and mesh generation algorithm are applied for the various type of vessels for the usability test. Through this test, we have verified the stability and usefulness of this system including mesh generation algorithm.

• 전자공학회논문지CI
• /
• 제41권5호
• /
• pp.51-58
• /
• 2004

본 논문에서는 3D 모델의 체적 보존을 고려하는 메쉬 간략화 알고리듬을 제안하였다. 일반적으로 다른 대부분의 메쉬 간략화 알고리듬에서는 거리 기준을 사용한다. 거리는 기하학적인 오차를 측정하는 매우 효율적인 기준이기는 하지만 거리 기준만을 적용할 경우 원래 모델과 간략화된 모델 간에 체적 변화가 발생한다. 본 논문에서는 원래 모델의 간략화 과정 중에도 체적의 변화가 없는 메쉬 간략화 알고리듬을 제안한다. 본 알고리듬에서는 에지 하나를 줄이면서 체적의 변화가 일어나지 않는 정점 하나를 찾는 방식을 사용한다. 시뮬레이션을 통하여 제안하는 알고리듬이 비록 계산 시간은 좀 더 걸리지만 체적의 변화가 거의 없다는 장점을 가진 것을 확인하였다.

• 수산해양기술연구
• /
• 제59권2호
• /
• pp.99-109
• /
• 2023

In this study, a comparative test operation was conducted through the alternate haul method to examine the selectivity of the four mesh sizes (60 mm, 90 mm, 110 mm, and 130 mm) of the trawl codend. The selectivity was analyzed using the SELECT model considering the fishing efficiency (split parameter) of each fishing gear in the comparative test fishing operation in the trawl and the maximum likelihood method for parameter estimation. A selectivity master curve was estimated for several mesh sizes using the extended-SELECT model. As a result of analyzing the selectivity for silver croaker based on the results of three times hauls for each experimental gear, it was found that the size of the fish caught increased as the size of the mesh size increased. When the selectivity for each mesh size analyzed by the SELECT model considering the split ratio was evaluated based on the size of the AIC value, the estimated split model was superior to the equal split model. Based on the master curve, the 50% selection length value was 2.893, which was estimated to be 136 mm based on the mesh size of 60 mm. In some selectivity models, there was a large deviance between observed and theoretical values due to the non-uniformity of the distribution of fished length classes. As a result, it is considered that appropriate sea trials and selectivity evaluation methods with high reliability should be applied to present trawl fishery resource management methods.

• 한국환경과학회지
• /
• 제4권2호
• /
• pp.159-168
• /
• 1995

To predict reasonably the movement and the concentration of the pollutants in the coastal area. A simulation model should be prepared considering detail topography with land-sea and the urban effects, and the resolution near the source. The explicit method can not be applied due to the instability of the numerical calculation in high horizontal-grid resolution, while the ADI scheme satisfied with the high horizontal grid resolution and can be used in the fine mesh system which shows the detail topography, atmospheric flow The ADI method which studied the high horizontal grid resolution was excellent. The two dimensional model used in the study using ADI method is proved as a reasonable model to predict the wind field in any small scale area including mountainous coastal urban area.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.462-465
• /
• 2004

Since quasi-brittle materials like concrete show strain localization behavior accompanied by strain softening, a numerical drawback such as mesh sensitivity is appeared in the finite element analysis. In this paper, the so-called homogenized crack model which was introduced for three dimensional finite element analysis of fracture in concrete is studied for the mesh size dependence problem in fracture analysis. A homogenized crack element having a velocity discontinuity. is averaged to remove the mesh sensitivity in finite element analysis of concrete fracture. Numerical examples show that softening behavior of concrete fracture is successfully predicted without mesh sensitivity using the homogenized crack model.

• Computers and Concrete
• /
• 제20권1호
• /
• pp.1-10
• /
• 2017

This paper focuses on the mesh-size dependency in numerical simulations of reinforced concrete (RC) structures subjected to blast loading. A tensile failure criterion that can minimize the mesh-dependency of simulation results is introduced based on the fracture energy theory. In addition, conventional plasticity based damage models for concrete such as the CSC model and the HJC model, which are widely used for blast analyses of concrete structures, are compared with the orthotropic model that adopts the introduced tensile failure criterion in blast tests to verify the proposed criterion. The numerical predictions of the time-displacement relations at the mid-span of RC beams subjected to blast loading are compared with experimental results. The analytical results show that the numerical error according to the change in the finite element mesh size is substantially reduced and the accuracy of the numerical results is improved by applying a unique failure strain value determined by the proposed criterion.

• Nuclear Engineering and Technology
• /
• 제54권11호
• /
• pp.4296-4309
• /
• 2022

Mesh and turbulence model sensitivity analyses have been performed on computational fluid dynamics simulations executed with Hydra and ANSYS Fluent for a single CANadian Deuterium Uranium (CANDU) 37M nuclear fuel bundle placed within a standard pressure tube. The goal of this work was to perform a methodical analysis to objectively determine an appropriate mesh and to gauge the sensitivity of different turbulence models for CANDU subchannel flow under isothermal conditions. The boundary conditions and material properties are representative of normal operating conditions in a high-powered channel of the Darlington Nuclear Generating Station. Four meshes were generated with ANSYS Workbench Meshing, ranging from 22 to 84 million cells, and analyzed here to determine an appropriate level of mesh resolution and quality. Five turbulence models were compared in the turbulence model sensitivity analysis: standard k - ε, RNG k - ε, realizable k - ε, SST k - ω, and the Reynolds Stress Model. The intent of this work was to gain confidence in mesh generation and turbulence model selection of a single bundle to inform the decision making of subsequent investigations of an entire fuel channel containing a string of twelve bundles.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2004년도 추계학술대회 논문집
• /
• pp.1312-1314
• /
• 2004

This paper proposes a new simplification algorithm that simplifies reconstructed polygonal mesh from 3D point set considering an original point set. Previous method computes error using mesh information, but it makes to increase error of difference between an original and a simplified model by reason of implementation of simplification. Proposed method simplifies a reconstructed model using an original point data, we acquire a simplified model similar an original. We show several simplified results to demonstrate the usability of our methods.

• 한국시뮬레이션학회:학술대회논문집
• /
• 한국시뮬레이션학회 2001년도 The Seoul International Simulation Conference
• /
• pp.373-379
• /
• 2001

There is a big issue to generate 3D hexahedral finite element (FE) model, since a process to divide the whole domain into several simple-shaped sub-domains is required before generating a continuous mesh with mapped mesh generators. In general, it is nearly impossible to set up proper division numbers interactively to keep mesh connectivity between sub-domains on a complicated arbitrary-shaped domain. If mesh continuity between sub-domains is not required in an analysis, this complicated process can be omitted. Element-free Galerkin method (EFGM) can accept discontinuous meshes, which only requires nodal information. However it is difficult to choose a reasonable influenced domain in moving least squares scheme with non-uniformly distributed nodes in discontinuous FE models. A new FE scheme fur discontinuous mesh is proposed in this paper by applying improved EFGM with some modification to derive FE approximated function in discontinuous parts. Its validity is evaluated on linear elastic problems.