• Journal of the Computational Structural Engineering Institute of Korea
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• v.22 no.3
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• pp.199-209
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• 2009

This paper deals with the three-dimensional finite element analysis of failure behavior of UHPFRC I-beam under monotonic load. Different from the constitutive law of normal and high strength concrete, an elastic-plastic fracture model that considers the tensile strain hardening is proposed to describe the material properties of UHPFRC. A multi-directional fixed crack criterion with tensile strain hardening is defined in the tensile region, and Drucker-Prager criterion with an associated flow rule is adopted in the compressive region. The influence of span, prestressing force and section on the behavior of UHPFRC I-beam are investigated. The comparison of the numerical results with the test results indicates a good agreement.

• Proceedings of the Korea Information Processing Society Conference
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• 2002.11a
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• pp.425-428
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• 2002

본 논문에서는 한 장의 정면 얼굴 영상만으로 회전 변형을 수행할 수 있는 새로운 영상기반렌더링(Image Based Rendering, IBR) 기법을 제안한다. 3차원 기하학적 모델을 대신하면서 수평 회전 변형을 연출하기 위해, 특정 인물의 정면, 좌우 반측면, 좌우 측면의 얼굴 영상에 대한 표준 메쉬 집합을 작성한다. 변형하고자 하는 임의의 인물에 대해서는 정면 영상에 대한 메쉬만을 작성하고, 나머지 측면 참조 메쉬들은 표준 메쉬 집합에 의해 자동으로 생성된다. 입체적인 회전 효과를 연출하기 위해, 회전 변형시 발생할 수 있는 제어점들간의 중첩 및 역전을 허용하도록 기존의 두 단계 메쉬워프 알고리즘을 개선한 역전가능 메쉬워프 알고리즘(invertible meshwarp algorithm)을 제안한다. 이 알고리즘을 이용하여 다양한 남녀노소의 정면 얼굴 영상에 대해 회전에 따른 포즈 변형을 수행하여 비교적 자연스러운 포즈 변형 결과를 얻었다.

• Proceedings of the Korean Information Science Society Conference
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• 2008.06b
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• pp.281-285
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• 2008

본 논문에서는 임의의 두 얼굴간의 얼굴 변형을 시뮬레이션하는 방법으로서 직선형 경로를 이용한 얼굴 모핑 알고리즘을 소개한다. 이 때 두 얼굴 모델은 서로 독립적으로 3D 스캔되어 텍스처매핑을 거쳐서 생성된 별도의 3D 모델로서, 본 알고리즘은 이러한 얼굴 모델들간의 버텍스와 폴리곤의 개수와는 상관없이 자연스러운 모핑을 구현하는 특징을 갖는다. 알고리즘의 주요 기능으로는 절단면의 생성, 3 차원 메쉬의 2D 메쉬화, 대응 영역의 설정, 대응 폴리곤 탐색 및 보간 데이터 추출등이 포함된다.

• Journal of Service Research and Studies
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• v.4 no.2
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• pp.85-95
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• 2014

This research was tried for developing the model on the service science research scope. The suggested model is composed as 3 layer dimensional reference model. The first axis is on the perspective of service life cycle. Another second axis is on the service research characteristics or types. And last axis is also on the service systems. At here, service life cycle is related to service strategy, service development, and service implementation of operation. The service research characteristics or types is related to service basic research, service application research, and service convergence research. Lastly, the service systems is related to the needs analysis, service competence and service resources. This model can be applicable to include the various research topic or theme related on the service sciences. In the future, some enhanced models from researchers or practices from service providers, related on the service science research scope, are expected.

• The Korean Journal of Rheology
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• v.10 no.3
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• pp.160-164
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• 1998

본 연구에서 Doi-Edwards 점탄성 조성방정식의 Hadamard 안정성 분석을 행하였 다. Hadamard 안정성은 방정식의 탄성 성질과 연관되는 특성으로 파장이 짧고 진동수가 큰 파동에 의한 외란 하에서 식의 안정성을 의미한다. 먼저 안정성을 위한 일반 3차원 조건을 수립하고 단순한 1차원과 2차원 외란하에서 필요조건을 구하였다. Doi-Edwards 이론을 따 르는 물질의 단순전단유동을 고려함에 의하여 순간 전단변형률이 1.8786을 넘어설 때 파장 이 짧고 진동수가 큰 외란에 의하여 불안정성이 나타남이 증명되었다. 이 안정성의 임계치 는 실제 고분자공정 뿐 아니라 실험실에서도 쉽게 도달할수 있는 값으로 이와 같은 불안정 유동은 mi-crophase separation과 같은 물리적 현상과는 관련이 있다는 증거가 없으므로 조 성방정식 자체가 지니는 수학적 모순점에 기인한 것이라 할수 있다.

• Proceedings of the KSME Conference
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• 2001.06c
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• pp.572-579
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• 2001

Recent industrial requirements for highly precise shape processing have brought the electric discharge machining (EDM) in great need. High precision in EDM is primarily achieved by high performance controllers. However there exists inherent precision loss due to structural deformation. On this background, we study structural deformation characteristics of wire cut EDM via finite element (FE) analysis and axiomatic design. Two different wire cut EDMs are selected as analysis models. 3D CAD package I-Deas is first used to construct FE models of wire cut EDMs, and then ABAQUS FE code is used for following structural analysis. Pertinency of FE mesh refinement is discussed in terms of ${\eta}-factor$. It is shown that performance accuracy of EDM depends strongly on the structural characteristics. Some design enhancements are suggested in an axiomatic design point of view. Finally we provide weight and temperature induced displacement discrepancies between wire end points as position functions of each subframe.

• Journal of the Korean Geosynthetics Society
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• v.15 no.4
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• pp.25-32
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• 2016

The two-dimensional (2D) analysis is widely used in geotechnical engineering for slope stability analysis assuming a plane-strain condition. It is implicitly assumed that the slip surface is infinitely wide, and thus three-dimensional (3D) end effects are negligible because of the infinite width of the slide mass. The majority of work on this subject suggests that the 2D factor of safety is conservative (i.e. lower than the 'true' 3D factor of safety). Recently, the 3D finite element method (FEM) became more attractive due to the progress of computational tools including the computer hardware and software. This paper presents the numerical analyses on rotational mode and translational mode slopes using the 2D and 3D FEM as well as 2D limit equilibrium methods (LEM). The results of the parametric study on the slope stability due to mesh size, dilatency angle, boundary conditions, stress history and model dimensions change are analysed. The analysis showed that the factor of safety in 3D analysis is always higher than that in the 2D analysis and the discrepancy of the slope width in W direction on the factor of safety is ignored if the roller type of W direction conditions is applied.

• Tunnel and Underground Space
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• v.30 no.4
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• pp.320-334
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• 2020

This study presents an application of hydro-mechanical coupled Particle Flow Code 3D (PFC3D) to simulation of fluid injection induced fault slip experiment conducted in Mont Terri Switzerland as a part of a task in an international research project DECOVALEX-2019. We also aimed as identifying the current limitations of the modelling method and issues for further development. A fluid flow algorithm was developed and implemented in a 3D pore-pipe network model in a 3D bonded particle assembly using PFC3D v5, and was applied to Mont Terri Step 2 minor fault activation experiment. The simulated results showed that the injected fluid migrates through the permeable fault zone and induces fault deformation, demonstrating a full hydro-mechanical coupled behavior. The simulated results were, however, partially matching with the field measurement. The simulated pressure build-up at the monitoring location showed linear and progressive increase, whereas the field measurement showed an abrupt increase associated with the fault slip We conclude that such difference between the modelling and the field test is due to the structure of the fault in the model which was represented as a combination of damage zone and core fractures. The modelled fault is likely larger in size than the real fault in Mont Terri site. Therefore, the modelled fault allows several path ways of fluid flow from the injection location to the pressure monitoring location, leading to smooth pressure build-up at the monitoring location while the injection pressure increases, and an early start of pressure decay even before the injection pressure reaches the maximum. We also conclude that the clay filling in the real fault could have acted as a fluid barrier which may have resulted in formation of fluid over-pressurization locally in the fault. Unlike the pressure result, the simulated fault deformations were matching with the field measurements. A better way of modelling a heterogeneous clay-filled fault structure with a narrow zone should be studied further to improve the applicability of the modelling method to fluid injection induced fault activation.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.5
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• pp.405-411
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• 2016

This paper presented the theory related to a two dimensional linear cross-sectional analysis, recovery relationship and a one-dimensional nonlinear beam analysis for composite beam with initial twist and high aspect ratio. Using VABS including related theory, preceding research data of the composite wing structure has been modeled and compared. Cross-sectional analysis was performed and 1-D beam was modeled at cutting point including all the details of real geometry and material. The 3-D strain distribution and margin of safety at recovery point was calculated based on the global behavior of the 1-D beam analysis and visualize numerical results.

• Journal of the Korea Concrete Institute
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• v.16 no.3 s.81
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• pp.397-406
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• 2004

A recently developed three dimensional concrete law is used for the analysis of concrete specimens and reinforced concrete columns subjected to different load patterns. The hypoelastic, orthotropic concrete constitutive model includes coupling between the deviatoric and volumetric stresses, works with both proportional and non-proportional loads and is implemented as a strain driven module. The FE implementation is based on the smeared crack approach with rotating cracks parallel to the principal strain directions. The concrete model is validated through correlated studies with: (a) experimental tests on confined concrete cylinders; (b) experimental results on three reinforced concrete columns tested at the University of California, San Diego. The correlations are overall very good, and the FE responses capture all the main phenomena observed in the experimental tests.