• Steel and Composite Structures
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• 제13권5호
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• pp.451-471
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• 2012

Concrete filled steel tube (CFST) structures have been used widely in high-rise buildings and bridges due to the efficiency of structurally favourable interaction between the steel tube and the concrete core. In the current design codes only one loading condition in the column members is considered, i.e., the load is applied on the steel tube and concrete core at the same time. However, in engineering practice the tube structures may be subjected to various loading conditions such as loading on the concrete core only, preloading on the steel tube skeleton before filling of concrete core, and so on. In this research, a series of comparative experiments were carried out to study the structural performance of concrete filled circular steel tube columns subject to four concentric loading schemes. Then, a generalized prediction method is developed to evaluate the ultimate load capacity of CFST columns subject to various loading conditions. It is shown that the predictions by the proposed method agree well with test results.

• 설비공학논문집
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• 제10권1호
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• pp.11-21
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• 1998

A numerical study is made on the ice-formation for water flow inside a stenotic tube. The study takes into account the interaction existing between the laminar flow and the stenotic port in the circular tube. In the solution strategy, the present study is substantially distinguished from the existing works In that the complete set of governing equations in both the solid and liquid regions are resolved. In a channel flow between parallel plates, the agreement of predictions and available experimental data is very good. Numerical results are mainly obtained by varying the height and length of a stenotic shape and additionally for several temperatures of the wall and inlet of tube. The results show that the shape of stenotic port has the great effect on the thickness of the solidification layer in the tube. As the height of a stenosis grows and the length of a stenosis decreases, the ice layer thickness near the stenotic port is thinner due to backward flow caused by the sudden expansion of water tunnel. It is also found that the ice layer becomes more fat In accordance with Reynolds number and the temperature of the wall and inlet of tube decreased.

• Nuclear Engineering and Technology
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• 제55권7호
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• pp.2454-2465
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• 2023

Film boiling may lead to burnout of the heating element. Even though burnout does not occur, the heating element is subject to deformation because it is not sufficiently strong to withstand external loads. In particular, the ballooning and rupture of a tube under film boiling are important phenomena in the field of nuclear reactor safety. If the tube-type cladding of nuclear fuel ruptures owing to high internal pressure and thermal load, radioactive materials inside the cladding are released to the coolant. Therefore, predicting the ballooning and rupture is important. This study presents numerical simulations to predict the ballooning behavior and rupture time of a horizontal tube at high internal pressure under saturated film boiling. To do so, a multi-step coupled simulation of conjugated film boiling heat transfer and ballooning using creep model is adopted. The numerical methods and models are validated against experimental values. Two different nonuniform heat flux distributions and four different internal pressures are considered. The three-step simulation is enough to obtain a convergent result. However, the single-step simulation also successfully predicts the rupture time. This is because the film boiling heat transfer characteristics are slightly affected by the tube geometry related to creep ballooning.

• 한국콘텐츠학회논문지
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• 제21권11호
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• pp.121-134
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• 2021

주식에 대한 사회적 관심이 커지면서 유튜브의 개인방송에서 제공되는 주식 관련 정보를 활용하는 20대 투자자가 늘고 있다. 본 연구에서는 20대 이용자들이 유튜브 개인방송에 등장하는 인플루언서에 대해 인식하는 동일시와 신뢰성이 준사회적 상호작용에 미치는 영향과, 이러한 준사회적 상호작용이 시청 만족도와 지속 시청 의도 그리고 실제 주식 투자에 미치는 영향을 논의하고자 하였다. 이를 위해 20대 남녀를 대상으로 설문조사를 실시하였고, 각 변인 간 신뢰성과 타당성 검증을 위해 확인적 요인분석 수행 후 경로분석을 실시하여 가설에 대한 검증을 시도하였다. 그 결과 신뢰도와 준사회적 상호작용은 지속 시청 의도에 영향을 미쳤으며, 동일시는 준사회적 상호작용을 매개하였을 때 시청 만족에 더 강한 영향을 미쳤다. 또한 준사회적 상호작용이 실제 투자 의도에 미치는 직접적인 경로는 유의미하지 않았으나, 방송 시청에 따라 투자 의도에 미치는 영향은 지속 시청 의도와 시청 만족에 모두 유의미한 것으로 나타났다.

• 한국연소학회:학술대회논문집
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• 한국연소학회 2012년도 제45회 KOSCO SYMPOSIUM 초록집
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• pp.85-87
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• 2012

We present a numerical investigation on gaseous (ethylene-air mixture) detonation in the elastoplastical metal tubes to understand the wall effects associated with the developing detonation instability. The acoustic disturbances originating from the rapidly expanding tube walls reach the detonating flame surface, thereby causing flame distortions and total energy losses. The compressible Navier-Stokes equations with equation of state for gas and elasto-plastic deformation field equations for inert tubes are solved simultaneously to understand the complex multi-material interaction in the rapidly expanding gas pipe. In order to track governing variables across the material interface, we use the hybrid particle level-set and ghost fluid methods to precisely estimate the interfacial quantities. Features observed from the deforming (thin) tube show substantially different behavior when a detonation propagates in the rigid (thick) tube with no acoustically responding wall conditions.

• 한국전산구조공학회논문집
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• 제33권3호
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• pp.153-158
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• 2020

본 논문에서는 부분 CFST (concrete-filled steel tube) 기둥에 대한 수치해석적 저항력 평가 방법에 대해 소개하고 있다. 기존 RC(reinforced concrete) 기둥에서 소성힌지가 발생할 것으로 예상되는 부분을 강관으로 보강함으로써 완전 CFST 기둥보다는 적은 재료를 사용하여 비슷한 휨 모멘트 저항력을 가지는 부분 CFST 기둥의 디자인 컨셉을 제시하였다. 부분 CFST 기둥에서 외부 강관과 내부 콘크리트 사이의 계면에서 거동을 수치해석적으로 모사하기 위해 개선된 부착슬립모델을 적용한 유한요소모델을 구축하고, 이중곡률 휨-압축시험결과와 비교를 통해 타당성을 검증하였다. 검증된 수치모델을 바탕으로 매개변수 연구를 통해서 P-M 상관도를 그려 단면 조건에 따른 최대 저항력을 평가하였다. 또한, 강관 두께별로 필요 보강길이를 산출하고, 보강 조건에 따른 부분 CFST 기둥에서의 파괴메커니즘을 분석하였다.

• 대한기계학회논문집B
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• 제41권7호
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• pp.481-487
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• 2017

충격파와 경계층의 간섭 현상은 경계층이 박리하고, shock train이 발생하며, 유동장은 매우 복잡한 형태로 된다. 이러한 현상은 반사 충격파와 비정상 경계층이 간섭하는 충격파관에서도 발생한다. 그러나 충격파관에서 발생하는 shock train 현상에 대한 연구는 미비한 실정이다. 본 연구에서는 2차원 축대칭 충격파관을 사용하여 수치해석을 수행하였으며, 충격파관에서 발생하는 shock train의 유동 특성을 상세히 조사하기 위하여 압축성 Navier-Stokes 방정식을 적용하였다. 본 연구의 수치해석 결과를 바탕으로 상세한 파동선도를 통해 실험 결과와 비교하였다.

• 한국강구조학회 논문집
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• 제9권4호통권33호
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• pp.649-658
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• 1997

강관에 콘크리트를 충전하는 경우, 콘크리트 충전강관 기둥은 뛰어난 내력과 변형성능을 발휘한다. 그리고 콘크리트의 축열효과에 의해서 일정시간은 내화피복 없이도 내력을 유지할 수 있다. 화재발생동안 콘크리트 충전강관 기둥의 거동을 알아보고자 강관과 콘크리트의 온도에 따른 특성치 변화를 가정하고 온도 해석 및 축력-모멘트관계에 대한 수치해석을 수행하여 시간변화에 따른 변수별로 비교평가하였다. 온도에 따른 특성치는 기존문헌의 데이터를 이용하였으며 온도해석은 범용 해석프로그램인 ANSYS로 유한요소해석을 하였고 이를 바탕으로 내력에 대한 수치해석을 수행하였다.

• 설비공학논문집
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• 제17권7호
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• pp.659-668
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• 2005

The thermal performances of glass evacuated tube solar collectors are numerically investigated. Four different shapes of solar collectors are considered and the performances of these solar collectors are numerically investigated. Dealing with only collecting tube, the effects of not only the shape of the absorber tube but also the incidence angle of solar irradiation on the thermal performance of the collector are studied because the energy obtained by the absorber can be varied according to the incidence angle of solar radiation. However, the solar irradiation consists of the beam radiation as well as the diffuse radiation. Also, in actual system, the interference of solar irradiation and heat transfer interaction between the tubes should be considered. Therefore, this study considered these effects is carried out experimentally and numerically. The accuracy of the numerical model is verified by experiments. The result shows that the thermal performance of the absorber used a plate fin and U-tube is about $25\%$ better than those of the other models.

• 대한기계학회논문집B
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• 제28권2호
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• pp.174-180
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• 2004

Failure of tube bundles due to excessive flow-induced vibrations continues to affect the performance of nuclear power plant Early experimental studies concentrated on rigid structures and later investigators dealt with elastic structures because of their importance in many engineering fields. On the other hand, much less numerical work has been carried out, because of the numerical complexity associated with the problem. Conventional approaches usually decoupled the flow solution from the structural problem. The present numerical study proposes the methodology in analyzing the fluidelastic instability occurring in tube bundles by coupling the Computational fluid Dynamics (C%) with the tube equation of motions. The motion of the structures is modeled by a spring-damper-mass system that allows transnational motion in two directions (a two-degree-of-freedom system). The fluid motion and the cylinder response are solved in an iterative way, so that the interaction between the fluid and the structure can be accounted for property. The aim of the present work is to predict the fluidelstic instability of tube bundles and the associated phenomena, such as the response of the cylinder, the unsteady lift and drag on the cylinder, the vortex shedding frequency.