• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4A
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• pp.577-585
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• 2006

In this research, nonlinear Timoshenko beam element that is able to capture nonlinear shear deformation is developed. The proposed model shows more reasonable prediction than Bernoulli beam theory in short columns or strong shear column due to the consideration of shear deformation. The cross-section is modeled as fiber approach. Since the model is based on the fiber approach for section discretization, the plastic progress of the section can be traced and the coupling effect of the axial and flexural response. The developed element is implemented into the finite element program to analysis general reinforced concrete structures. As parametric study, reinforced concrete columns are analyzed and compared with experimental results, analyzed the property of behavior for reinforced concrete columns.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.6A
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• pp.581-590
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• 2010

This study introduces a layered sectional analysis for a PSC girder with a vaiable cross section and curved tendons. To consider the shear equilibrium at a concrete layer with curved tendons, the shear stress distribution has been computed at each section. In addition, to improve the convergence to the solution, a system identification technique is newly adopted in the solution process for strain computation. To examine the feasibility of the proposed approach, a static load test has been conducted for a full scale PSC girder with variable cross section. The prediction shows a good agreement with experiment. It is seen that a uniform cross section has the same moment capacity with a variable cross section while the variable cross section has more shear capacity than the uniform cross section. It is also noted that the maximum displacement of a variable cross section is a little smaller than a uniform cross section.

• Proceedings of the KSME Conference
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• 2005.11a
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• pp.86.1-86.1
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• 2005

• Prospectives of Industrial Chemistry
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• v.23 no.5
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• pp.12-20
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• 2020

최근 층상구조를 가진 전이금속 칼코겐 화합물이 새로운 고성능 리튬이온전지 음극소재로서 주목받고 있다. 층상구조 물질들의 고성능 전극 소재 활용에 있어 박리를 이용한 정확한 층의 개수 조절은 전기화학 반응성을 증가시키고, 전극 필름 내에서의 균일한 거동을 위해서 매우 중요하다. 볼 밀링 공정은 이차전지 전극 소재 제조에 있어서 주로 물질의 분쇄나 고상 화학반응을 유도하여 합금 형태의 전극 소재 개발에 보편적으로 사용되는 공정이나, 층상구조를 가진 전이금속 칼코겐 화합물에 적용하면 층상구조 물질에 고체윤활작용을 일으켜 박리가 촉진된다. 이러한 성질을 이용하여 다양한 종류의 전이금속 칼코겐 화합물(예: MoS₂, MoSe₂, NbSe₂)에 적절한 카본 매트릭스 물질과 복합화를 통해 새로운 전극 소재를 합성하고, 이를 통해 고성능 리튬이온전지 음극 소재를 제조하는 연구 동향에 대해 보고하고자 한다.

• Applied Chemistry for Engineering
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• v.16 no.1
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• pp.68-73
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• 2005

Porous layered carbon was prepared by interlayer pyrolysis of pyrolysis fuel oil (PFO) using layered silicate template and successive dissolution of template. Particle morphology was plate type with d-spacing of 0.78~0.82 nm and constant interlayer space. Specific surface area was $30{\sim}576m^2/g$ depending upon template type, mixing ratios, pyrolysis temperature and pyrolysis time.

• Computational Structural Engineering
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• v.18 no.3 s.69
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• pp.7-14
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• 2005

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2002.04a
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• pp.342-346
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• 2002

불포화 층상 해안 대수층 내에서의 밀도 의존적 지하수 유동 및 염분 이동에 대한 연구를 위해 하나의 지하수 유동-용질 이동 연동 수치 모델이 제시되었다. 이 수치 모델은 밀도 의존적 지하수 유동 지배 방정식, 염분 이동 지배 방정식 및 농도와 밀도의 관계식, 그리고 유한 요소법에 기초하여 개발되었다. 서로 다른 두가지 성질의 불포화 대수층이 고려되었다. 하나는 사질토층 위에 점토층이 존재하는 층상 대수층이고, 다른 하나는 사질토층과 점토층이 혼합된 두가지 물질로 구성된 균질화된 대수층이다. 수치모델의 결과는 층상 불균질성 (layered heterogeneity)가 해안 대수층 내에서의 밀도의존적 지하수 유동과 염분 이동에 있어서 매우 중요한 역할을 하고 있음을 보여준다. 그러한 층상 불균질성의 효과는 사질토층과 점토층과의 현저한 수리학적 및 수리역학적 성질의 차이에 기인한다 따라서 실제 해안 대수층 내에서 관찰되는 점토층을 적절히 고려하는 것이 보다 합리적고 타당한 해안 대수층내에서의 밀도 의존적 지하수 유동 및 염분 이동 해석을 가능하게 할 것이다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.3
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• pp.111-119
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• 2005

The objective of this study is to predict fracture movements accurately and reliably by nonlinear analysis of the response of RC shear wall or RC flange sections. Hognestad's and Vallenas's theories are used for concrete model and Ramberg-Osgood's theory is used for steel model. Non-linear analysis considering confined concrete and unconfined concrete is performed. Mander's Fiber Approach Section analysis, new strain profile considering the Gamma factor are used to this section analysis. The section analysis considering cases of precracked, uncracked, boundary warping and shear warping is performed.

• Journal of the Korean Society of Propulsion Engineers
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• v.15 no.4
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• pp.65-72
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• 2011

Numerical simulation has been performed to investigate the bubbly flow in the liquid with vertical temperature gradient. The objective of this study is to establish an accurate numerical prediction program of gas-liquid two-phase flows in a vertical temperature gradient condition, whose mathematical model is formulated by the Eulerian-Lagrangian model. The present numerical results reveal the temperature mixing mechanism and the fluid dynamical characteristics induced by the bubbly flow in the liquid with stratified temperature. The effects of bubble radius, void fraction, and gas flow rate on bubble-driven convective flow are considered, too.

• Computational Structural Engineering
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• v.5 no.2
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• pp.119-127
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• 1992

The entire nonlinear behavior of reinforced concrete frames up to collapse, is analyzed by the displacement control method and the combined layered and nonlayered method. All of the rigidities of section are calculated approximately by a sum over all the layers for the layered method, are used the integral values over the cross section area for the nonlayered method. The spurious sensitivity to the chosen element size in the result of analysis by finite element method for the materials with strain-softening can be overcome by modifying the strain distribution based on the concept of fracture energy at plastic hinge considering the applied axial load.