• Proceedings of the KWS Conference
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• 2001.05a
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• pp.46-48
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• 2001

• 한국HCI학회:학술대회논문집
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• 2006.02a
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• pp.219-224
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• 2006

3 차원 입력 장치는 키보드나 마우스 같은 일반적인 입력 장치로는 받아 들이기 어려운 3 차원 입력을 사용자로부터 간편하고 직관적인 방법으로 받아들일 수 있다는 측면에서 활발히 연구 및 사용되고 있다. 또한 햅틱 장치는 가상 물체의 조작에 따른 시각적인 피드백 외에 가상 물체의 느낌을 피드백 힘을 통해 사용자에게 전달해 줌으로써 컴퓨터와 사용자간의 상호 작용에 큰 도움을 준다. 본 논문은 햅틱 피드백이 적용된 실시간 가변형 모델과 효과적인 3 차원 입력에 대한 기반 연구를 하고자 한다. 그리고 이에 대한 한 가지 사례로써 햅틱 장치를 이용한 가상 판화 시스템을 제작 한다. 가상 판화 시스템은 시각 처리 부분과 촉각 처리 부분, 그리고 사용자의 3 차원 입력을 돕는 인터페이스 부분으로 구성되어 있다. 시각 처리 부분은 3 차원 공간 상에서 사용자의 조각에 따른 판화 표면의 변형을 처리하며 촉각 처리 부분은 실제 판화를 제작할 때 느끼는 촉각을 햅틱 인터페이스를 이용하여 사용자에게 전달한다. 이를 위해 먼저 시각 처리 부분에서는 NURBS 기반의 자유 형상 변형 (FFD)기법을 이용하였는데 가상 조각도에 의한 물체 표면의 지역적인 변형을 구현하기 위해 조각도가 닿는 부분에 대해 기조 격자점 (control point)을 증가시켜 원하는 부분에 대한 지역적인 변화를 용이하도록 하였고 다음으로 촉각 처리 부분에서는 S-chain 모델을 이용하였는데 S-chain 모델을 객체 전체에 적용하지 않고 접촉이 일어날 경우 그 접촉점을 기준으로 S-chain 모델을 지역적으로 적용하는 방법을 고안하여 실제 구현에 이용하였다. 인터페이스 적인 측면에서 사용자의 3 차원 입력장치를 통한 인터렉션은 사용자로 하여금 보다 자유로운 입력을 허용하지만 이에 따른 깊이 지각 문제를 발생시킨다. 이러한 문제를 최소화 시키고 사용자의 깊이 지각을 강화시키기 위해 사용자에게 제공되는 시각적 자극을 변형시키고 다양한 정보를 제공하도록 하였다. 가상 판화 시스템은 가상 환경에서 사용자의 조작에 따른 다양한 결과물을 제작 및 출력해 볼 수 있도록 해준다. 또한 가상 환경에서 이러한 기반을 제공함으로써 가상 환경의 장점인 복사, 이동 및 영구 보존 특성을 동시에 얻을 수 있다. 본 논문은 이러한 작업을 위한 기반 기술로써 햅틱 및 가변형 모델, 3 차원 입력 장치에 대한 시각적 인터페이스에 대해 다루고 이 기반 기술을 바탕으로한 가상 판화 시스템의 구현에 대하여 논하고자 한다.

• Journal of the Korea Concrete Institute
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• v.22 no.4
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• pp.481-488
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• 2010

Since existing constitutive models developed for confined normal strength concrete overestimate ductility when they are applied to confined high strength concrete, these models cannot be directly applied to confined high strength concrete. In an effort to solve this problem, an accurate stress-strain relationship of the hihg strength concrete needs to be formulated by examining the confinement effects due to increase of the concrete strength. In this study, a constitutive model is developed to express the stress-strain relationship of confined high strength concrete by carrying out regression analysis of the main parameters affection strength and ductile behavior of reinforced high strength concrete columns. Twenty-five test specimens were chosen from the reported experimental studies in the literature. The experimental results of stress-strain relationships of show a good agreement with results of the stress-strain relationships of suggested high strength concrete, covering a strength range between 60 and 124 MPa.

• Journal of the Korean Geosynthetics Society
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• v.10 no.2
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• pp.21-28
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• 2011

Several theoretical soil nonlinear models to predict damping ratio, which is one of the typical dynamic properties of soils, it is impractical to predict damping ratio. The resonant column and torsional shear test(RC-TS) is used to represent the dynamic behavior of soils from intermediate to medium shear strains. A limitation of RC-TS is measure precise shear strain in large strains and the modified equivalent radius($R_{eq}$) was obtained using both modified hyperbolic model and Ramberg-Osgood model. Bonneville clays were tested using RC-TS test to obtain rotation and torque. The measured rotation and torque were then compared with calculated rotation and torque using curve-fitting method. Then, the nonlinear soil model parameters were obtained and the equivalent radius was calculated using the model parameters.

• Journal of Korean Tunnelling and Underground Space Association
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• v.8 no.1
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• pp.21-30
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• 2006

In case of an urban tunnel, the displacement of ground base controls the tunnel design because it is built on shallow and unconsolidated ground many times. There are more insufficiency to describe the ground movement which coincides in the measured result of the situ because the design of an urban tunnel is dependent on the method of numerical analysis used to the existing elastic and elasto-plastic models. We studied about the predict ion for the ground movement of a shallow tunnel in unconsolidated ground, mechanism of collapse, and settlement. Also this paper shows comparison with the existing elastic and elasto-plastic model using the unlinear analysis of the strain-softening model. We can model the real ground movement as the increasement of ground surface inclination or occurrence of shear band by using strain-softening model for the result of ground movement of an urban NATM tunnel.

• Journal of the Korean Society for Railway
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• v.11 no.3
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• pp.257-262
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• 2008

Design and analysis of road subgrade system, which is exposed to repetitive loading condition, uses resilient modulus. The behavior of railway subgrade system will not be quite different from that of road system. Following this phenomenological feature of the subgrade system, this paper introduces the implementation of the resilient modulus based constitutive model on a commercial finite element software. The implementation of the resilient modulus models such as K-${\theta}$ and Uzan on a FE program has been conducted previously. These model assumes that the material state reaches to the nonlinear elastic condition and with further application of repetitive loads, the response of material is completed in elastic condition. According to the recent test results performed on cohesive subgrade soils, however, permanent deformation occurs with repetitive loads. With aids of previously suggested models the permanent deformation cannot be modeled. To overcome such limitation a plastic potential derived from the test results and simple failure criterion based constitutive model is developed. The comparison between the analysis and test results shows a good correlation.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.2
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• pp.29-36
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• 2009

The present study emphasizes a nonlinear model to predict the shear behaviour of reinforced concrete interior beam-column joints. To model the shear behaviour of a panel zone in the beam-column joint, a modified softened truss model theory for in-plane shear prediction was introduced. This relationship was changed to define the characteristics for the rotational spring to represent the shear deformation in the joint by an equivalent moment-rotation relationship from the joint equilibrium. The analysis model was compared with experiments on reinforced concrete interior beam-column joints that were subjected to axial and shear forces, and the current model was found to accurately predict not only the shear force but also the shear deformation in the joint.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2006.05a
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• pp.151-155
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• 2006

Elastic-viscoplastic structural analysis is performed for regenerative cooling chamber of liquid rocket thrust chamber using Bodner-Partom visco-plastic model. Strain rate test was also conducted for a copper alloy at various temperatures in order to get material constants of visco-plastic model used in the structural analysis. Material constants of visco-plastic model were obtained from strain rate test results and visco-plsstic model was incorporated into finite element program, Marc, by means of user subroutine. The structural analysis results indicate that the deformation of cooling channel is mostly caused by thermal loading rather than pressure loading and confirmed structural stability of the cooling channel under operating condition.

• Journal of Korea Multimedia Society
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• v.7 no.1
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• pp.80-90
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• 2004

Watermarking algorithm for 3D mesh model using EGI distribution of each patch is proposed. The proposed algorithm divides a 3D mesh model into 6 patches to have the robustness against the partial geometric deformation. Plus, it uses EGI distributions as the consistent factor that has the robustness against the topological deformation. To satisfy both geometric and topological deformation, the same watermark bits for each subdivided patch are embedded by changing the mesh normal vectors. Moreover, the proposed algorithm does not need not only the original mesh model but also the resampling process to extract the watermark. Experimental results verify that the proposed algorithm is imperceptible and robust against geometrical and topological attacks.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.28 no.3
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• pp.301-307
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• 2015

A bond-based peridynamic model has been shown to be capable of analyzing many of dynamic brittle fracture phenomena. However, there have been issued limitations on handling constitutive models of various materials. Especially, it assumes bonds act independently of each other, so that Poisson's ratio for 3D model is fixed as 1/4 as well as taking only account the bond stretching results in a volume change not a shear change. In this paper a state-based peridynamic model of dynamic brittle fracture is presented. The state-based peridynamic model is a generalized peridynamic model that is able to directly use a constitutive model from the standard theory. It permits the response of a material at a point to depend collectively on the deformation of all bonds connected to the point. Thus, the volume and shear changes of the material can be reproduced by the state-based peridynamic theory. For a linearly elastic solid, a plane stress model is introduced and the damage model suitable for the state-based peridynamic model is discussed. Through a convergence study under decreasing the peridynamic nonlocal region($\delta$-convergence), the dynamic fracture model is verified. It is also shown that the state-based peridynamic model is reliable for modeling dynamic crack propagatoin.