• 한국지반환경공학회 논문집
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• 제14권7호
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• pp.13-18
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• 2013

As a new foundation treatment technology, long-short pile composite's design theory is still in primary phase, and there are no explicit settlement calculation methods in active codes. So it is necessary to study the working mechanism and the methods of settlement calculation. In this paper, the mechanics of long-short pile composite foundation are fully discussed. Meanwhile, based on the shear deformation method, the Mylonakis & Gazetas models about mutual action between two piles and the one between pile and soil are introduced, Considering the performance of cushion, the flexible factors of mutual actions are provided. Then the settlement calculation of long-short pile composite foundation which can consider the mutual actions between pile, soil and cap is deduced, and the correlated program is also developed. Finally, an engineering example is discussed with the method. A comparison shows that calculated results and measured data from a field test pile are in a good agreement, indicating that the presented approach is feasible and applicable in engineering practice.

• 한국전산구조공학회논문집
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• 제30권2호
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• pp.137-143
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• 2017

본 논문에서는 파괴에너지이론에 기초하여 요소의존성을 최소화할 수 있는 인장파괴기준식을 제안하고 HJC(holmquist johnson cook), CSC(continuous surface cap), Orthotropic 모델을 이용한 폭발수치해석을 통해 기준식을 검증하였다. 폭발하중으로 인한 RC 보의 시간에 따른 중앙지점의 처짐을 실험결과와 비교하였다. 그 결과 기준식을 통해 산정된 파괴변형률을 수치해석상에 적용해줌으로써 해석결과의 요소의존성이 감소하였고 해의 정확성 또한 향상되는 것을 파악할 수 있었다.

• Structural Engineering and Mechanics
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• 제56권6호
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• pp.917-938
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• 2015

The nonlinear numerical analysis of the impact response of reinforced concrete/mortar beam incorporated with the updated Lagrangian method, namely the Smoothed Particle Hydrodynamics (SPH) is carried out in this study. The analysis includes the simulation of the effects of high mass low velocity impact load falling on beam structures. Three material models to describe the localized failure of structural elements are: (1) linear pressure-sensitive yield criteria (Drucker-Prager type) in the pre-peak regime for the concrete/mortar meanwhile, the shear strain energy criterion (Von Mises) is applied for the steel reinforcement (2) nonlinear hardening law by means of modified linear Drucker-Prager envelope by employing the plane cap surface to simulate the irreversible plastic behavior of concrete/mortar (3) implementation of linear and nonlinear softening in tension and compression regions, respectively, to express the complex behavior of concrete material during short time loading condition. Validation upon existing experimental test results is conducted, from which the impact behavior of concrete beams are best described using the SPH model adopting an average velocity and erosion algorithm, where instability in terms of numerical fragmentation is reduced considerably.

• Nuclear Engineering and Technology
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• 제37권6호
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• pp.525-536
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• 2005

The interfacial area transport equation dynamically models the changes in interfacial structures along the flow field by mechanistically modeling the creation and destruction of dispersed phase. Hence, when employed in the numerical thermal-hydraulic system analysis codes, it eliminates artificial bifurcations stemming from the use of the static flow regime transition criteria. Accounting for the substantial differences in the transport mechanism for various sizes of bubbles, the transport equation is formulated for two characteristic groups of bubbles. The group 1 equation describes the transport of small-dispersed bubbles, whereas the group 2 equation describes the transport of large cap, slug or chum-turbulent bubbles. To evaluate the feasibility and reliability of interfacial area transport equation available at present, it is benchmarked by an extensive database established in various two-phase flow configurations spanning from bubbly to chum-turbulent flow regimes. The geometrical effect in interfacial area transport is examined by the data acquired in vertical fir-water two-phase flow through round pipes of various sizes and a confined flow duct, and by those acquired In vertical co-current downward air-water two-phase flow through round pipes of two different sizes.

• Current Applied Physics
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• 제18권12호
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• pp.1492-1495
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• 2018

This paper studies the influence of temperature on electrical resistivity in ${\alpha}-InAs$ thin films between 30 K-2K based on the analysis of Mott VRH model and ES VRH model. The effect of the interactions between electrons at lower temperature must be considered, therefore, ES VRH conduction will dominate mechanism, and the crossover from Mott to ES VRH conduction is observed about 7 K. Based on available experiment data and VRH conduction model, the parameters of VRH conduction are determined. And the calculated values of $T_C$ are consistent with the experimental results. In addition, $R_M/{\xi}$, ${\Delta}_M/kT$, $R_{ES}/{\xi}$ and ${\Delta}_{ES}/kT$ are satisfied with the validity of Mott and ES models. Furthermore, the temperature dependence of resistivity at low temperature obeys a universal scaling law, which well describes the overall temperature range of VRH conduction. However, the values of $T^{\prime}_M$ from the universal function are two order of magnitudes lower than $T_M$ deduced from fitting experiment.

• Nuclear Engineering and Technology
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• 제54권4호
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• pp.1394-1405
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• 2022

The importance of ensuring the inherent safety and security has been more emphasized in recent years to demonstrate the integrity of nuclear facilities under external human-induced events (e.g. aircraft crashes). This work suggests a simulation methodology to effectively evaluate the impact of a commercial aircraft engine onto a dry storage facility. A full-scale engine model was developed and verified by Riera force-time history analysis. A reinforced concrete (RC) structure of a dry storage facility was also developed and material behavior of concrete was incorporated using three constitutive models namely: Continuous Surface Cap, Winfrith, and Karagozian & Case for comparison. Strain-based erosion limits for concrete were suitably defined and the local responses were then compared and analyzed with empirical formulas according to variations in impact velocity. The proposed methodology reasonably predicted such local damage modes of RC structure from the engine missile, and the analysis results agreed well with the calculations of empirical formulas. This research is expected to be helpful in reviewing the dry storage facility design and in the probabilistic risk assessment considering diverse impact scenarios.

• 대한토목학회논문집
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• 제33권1호
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• pp.115-130
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• 2013

철근콘크리트 파일캡의 설계 시 사용되고 있는 현행 설계기준의 단면법 및 스트럿-타이 모델 방법은 각각 B-영역으로 이루어진 철근콘크리트 구조부재의 거동과 2차원 응력교란영역을 갖는 철근콘크리트 구조부재의 거동에 기초한 것으로, 이를 응력교란영역(D-영역)을 갖고 3차원 거동이 지배적인 철근콘크리트 파일캡의 설계에 적용하는 것은 적절하지 않다. 이 연구에서는 3축 응력을 받는 콘크리트 스트럿 및 절점영역의 강도특성과 철근이 배치되지 않은 인장영역에서의 콘크리트 타이의 하중저항능력 등을 반영하여 철근콘크리트 파일캡을 합리적으로 설계할 수 있는 개선 3차원 스트럿-타이 모델을 제안하였다. 파괴실험이 수행된 78개 철근콘크리트 파일캡 시험체의 극한강도를 현행 설계기준의 단면법 및 스트럿-타이 모델 방법, 그리고 이 연구의 개선 3차원 스트럿-타이 모델을 이용하여 평가하였으며, 그 결과의 비교분석을 통해 스트럿-타이 모델 방법 적용 시의 3차원 거동 및 하중전달 메커니즘을 묘사하기 위한 적절한 구성요소의 필요성과 이 연구에서 제안한 개선 3차원 스트럿-타이 모델의 타당성을 검증하였다.

• 자원ㆍ환경경제연구
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• 제25권3호
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• pp.421-447
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• 2016

본 논문은 온실가스 저감 정책인 탄소세 정책과 배출권거래제 정책을 통해 창출되는 경제지대를 획득하기 위한 집단 간의 혹은 집단 내의 경쟁 상황을 분석한다. 집단 간의 경쟁상황인 탄소세 정책에 대해 구성원들이 결정하는 성과보수를 공시하는 경우와 공시하지 않는 경우로 나누어 분석하여, 배출권거래제 정책과 후생을 비교한다. 본 논문에서 나타난 결과는 다음과 같다. 첫째, 본 논문은 집단들이 성과보수를 공시하는 경우 집단 간의 과열경쟁으로 인해 탄소세 정책이 배출권거래제 정책보다 항상 후생이 작게 된다. 둘째, 집단들이 성과보수를 공시하지 않을 경우, 탄소세 정책의 집단 간의 경쟁이 완화되어 탄소세 정책의 후생이 증가한다. 만약 배출권거래제 정책의 오염배출권 거래량이 상당히 많은 경우에는 오히려 탄소세 정책의 후생이 배출권거래제 정책보다 더 크게 된다는 것을 보였다.

• 한국컴퓨터그래픽스학회논문지
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• 제8권1호
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• pp.13-20
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• 2002

최근들어 지르코니아 세라믹과 같이 $1500^{\circ}C$에서 소결된 소재를 이용한 인공 치아 보철물의 수요가 증대되고 있다. 그러나 이들 소재의 강도가 너무 높기 때문에 세라믹용 보철물을 기공사가 수작업으로 제작하기란 매우 어려워 CNC 기계를 사용하여 제작하고 있다. CNC 기계에 의한 보철물 제작에 있어 가장 중요한 사항은 치과 의사가 만들고자 하는 형태의 보철물이 3차원으로 정확하게 모델링되어져 있는가이다. 본 논문에서는 인공 치아 주요 보철물인 단일 캡(single cap)과 코너스 코아(conus core)와 같은 단일 코아 보철물를 효과적으로 모델링할 수 있는 기법을 제시하고, 제시된 기법에 의해 모델링된 단일 코아 결과를 소개한다. 특히, 제시된 기법에서는 단일 코아 보철물 모델링을 위해 Minkowski Sum과 ZMap 알고리즘을 사용한다.

• 복식문화연구
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• 제28권3호
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• pp.299-312
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• 2020

The purpose of this study is to create a shirt sloper suitable for an elderly male body shape by producing virtual models using a 3D-virtualization program, making a torso prototype using the Yuka CAD system, and employing 3D simulation to virtualize and calibrate the model. First, the following three types of obese dummies are implemented through the CLO 3D program: Type 1 exhibits body fat in the lower body; Type 2 exhibits an obese abdomen; and Type 3 displays a balanced form of obesity. Second, for the design of the shirt pattern, the waist back length (measured value+1), back armhole depth (C/10+12+3+0.5~1.5), front armhole depth (back armhole depth 0~1), front interscye (2C/10-1+0.5-0.5), armscye depth (C/10+2+3.5+ 0.5), back interscye (2C/10-1+1), front chest C (C/4+2.5+1), back chest C (C/4+2.5-1), front hem C (C/4+2.5+1(+2)), back hem C (C/4+2.5-1(+2)), cap height (AH/3-5), and biceps width (Front AH-1, Back AH-1) are calculated. Third, the virtual attachment of the shirt pattern is resolved by increasing the front and back armhole depths, and the front and rear wrinkles are improved by adding a back armhole dart. The front hem lift and lateral pull caused by the protrusion of the abdomen are amended by increasing the margin of the chest, waist C, and hip C, with the appearance improved by balanced margin distribution in the front, back, and side panels. The improved retail pattern with an increase in the front armholes C was balanced on the torso plate.