• 한국소음진동공학회논문집
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• 제20권10호
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• pp.953-959
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• 2010

This paper deals with the process to identify the exciting forces generated from a rotary compressor. The equation of motion of a rigid compressor supported by several mounts was derived with 6 degree of freedom. The mass moment of inertia of compressor and the stiffness of rubber mounts were also identified by experiments. The exciting force at the center of mass of the compressor were estimated from the acceleration data measured at compressor shell. The piping system connected to the compressor was modeled. The acceleration of a pipe was predicted numerically by using the predicted exciting force. The numerical results showed good agreement with experimental results, which validated the identified exciting force.

• Structural Engineering and Mechanics
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• 제41권6호
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• pp.805-822
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• 2012

Offshore pipelines have to withstand combined actions of tension and bending during deepwater installation, which can possibly lead to elliptical buckle and even catastrophic failure of whole pipeline. A 2D theoretical model initially proposed by Kyriakides and his co-workers which carried out buckling response analysis of elastic-plastic tubes under various load combinations, is further applied to investigate buckling behavior of offshore pipelines under combined tension and bending. In association with practical pipe-laying circumstances, two different types of loadings, i.e., bent over a rigid surface in the presence of tension, and bent freely in the presence of tension, are taken into account in present study. In order to verify the accuracy of the theoretical model, numerical simulations are implemented using a 3D finite element model within the framework of ABAQUS. Excellent agreement between the results validates the effectiveness of this theoretical method. Then, this theoretical model is used to study the effects of some important factors such as load type, loading path, geometric parameters and material properties etc. on buckling behavior of the pipes. Based upon parametric studies, a few significant conclusions are drawn, which offer a theoretical reference for design and installation monitoring of deepwater pipelines.

• 한국산학기술학회논문지
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• 제13권5호
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• pp.2368-2373
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• 2012

본 연구에서는 유동성뒤채움재와 일반모래뒤채움재를 이용한 지하매설관 시공시 발생하는 관의 변형 및 지표면변위를 유한요소해석을 이용하여 평가하였다. 해석에 사용된 조건은 2개의 관종(연성관인 PE관, 강성관인 콘크리트 흄관), 2개의 매설관 직경(30cm 및 60cm), 2개의 매설관 부설깊이(60cm, 150cm), 2개의 굴착폭(1.5D 및 2D), 5종의 뒤채움재(일반모래 및 4종의 유동성뒤채움재) 등을 이용하여, 다양한 조합의 해석을 수행하였다. 연성관인 PE관의 경우 직경 60cm 매설관의 수직변위가 직경 30cm 매설관의 수직변위 보다 평균적으로 3배이상 크게 나타났다. 또한 일반모래 뒤채움시 0.320mm로 나타났고, 이에 비해 유동성뒤채움재를 이용한 Case B, C, D, 및 E에서의 수직변위는 0.135-0.155mm 로 일반모래 뒤채움에 비해 약 40% 수준의 변위가 발생하였다. 강성관인 콘크리트 흄관의 경우 직경 30cm인 경우 수직변위는 뒤채움재 종류에 상관없이 0.004mm 정도이다. 직경 60cm 인 경우 일반모래 뒤채움재의 경우 0.636mm, 유동성 뒤채움재의 경우 0.081-0.121mm 범위로 나타났다. 부설깊이에 따른 유동성뒤채움의 효과는 연성관인 PE관에서 더 크게 나타났다. 강성관인 콘크리트흄관의 경우 부설깊이에 따른 일반모래뒤채움과 유동성뒤채움재에 따른 차이는 거의 없는 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제9권1호
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• pp.11-16
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• 2008

본 연구에서는 조밀하게 조성된 되메움 지반에서 강성매설관에 작용하는 연직토압에 대하여 Janssen, Marston, Spangler, Handy 이론식과 수치해석 프로그램인 CANDE를 통해 되메움 공간의 저부폭과 되메움 깊이에 대한 영향, 벽면마찰각, 기타 다른 영향인자들에 대하여 비교 분석하였다. 각 이론식들의 비교 점분석결과, 되메움 지반에서의 연직토압에 대한 이론식들은 되메움 저부폭, 매설깊이, 벽면내부마찰각이 주요영향인자로 작용하게 되었다. 또한 CANDE에 의한 해석 결과와 각 이론식들을 비교 분석하면, 동일한 되메움 깊이에서 되메움 저부폭에 따른 연직토압의 크기는 모든 결과에서 동일하게 직선적으로 증가하였으며, 일정한 되메움 저부폭에서 연직토압의 크기는 매설관의 깊이에 따라 증가하였다. CANDE에 의한 해석 결과와 Handy의 제안식이 좋은 접근성을 보였으며, 각종 매설관 및 박스형 구조물의 토압산정에 널리 사용되는 Marston이론은 설계시 상당히 안전측으로 설계되고 있었다.

• 상하수도학회지
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• 제26권5호
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• pp.609-617
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• 2012

A dynamic water quality model is presented in order to simulate water quality under slowly varying flow conditions over time. To improve numerical accuracy, the proposed model uses a lumped system approach instead of extended period simulation, unlike the other available models. This approach can achieve computational efficiency by assuming liquid and pipe walls to be rigid, unlike the method of characteristics, which has been successfully implemented in rapidly varying flows. The discrete volume method is applied to resolve the advection and reaction terms of the transport equation for water quality constituents in pipes. Numerical applications are implemented to the pipe network examples under steady and unsteady conditions as well as hydraulic and water quality simulations. The numerical results are compared with EPANET2, which is a widely used simulation model for a water distribution system. The model results are in good agreement with EPANET2 for steady-state simulation. However, the hydraulic simulation results under unsteady flows differ from those of EPANET2, which causes a deviation in water quality prediction. The proposed model is expected to be a component of an integrated operation model for a water distribution system if it is combined with a computational model for rapidly varying flows to estimate leakage, pipe roughness, and intensive water quality.

• 대한기계학회논문집A
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• 제26권8호
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• pp.1638-1644
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• 2002

A novel locomotion using the pneumatic impulsive actuator was proposed for robotic colonoscope. This locomotion showed good moving performance in the environment of rigid pipe, however, the displacement per one impact(step displacement) is greatly reduced due to the low stiffness and high damping characteristics of the colon. Therefore, the modeling technique based on spring and damping system is studied to predict the step displacement and some parametric studies are carried out to investigate main parameters that influence the step displacement of locomotion. Based on simulation result, a new locomotion to control the resistance force is suggested and fabricated. Through the experiment on the colon, the usefulness of modeling technique is confirmed and successful improvement of moving characteristics is achieved.

• 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.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.253-258
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• 2000

Recently, the area of design optimization, especially structural optimization, has been and to be a continuous active area of research. And the design optimizations of port facilities have been achieved by many other civil engineers. But the design optimization of port facilities were limited to the design optimization of the breasting dolphin. This paper invested the design optimization of mooring pier and the foundations of mooring pier was suggested considering the convenience of repair and reinforcement work. The mooring pier devised with prestressed precast concrete panel and rigid frame welded wide flange beam to steel pipe pile. To accomplish the design optimization of mooring pier, the Augmented Lagrangian Multiplier Method(ALM) of ADS(Garret N. Vanderplaats) optimization routine, BFGS method as optimizer and Golden Section Method as one dimensional search were utilized. As a result, thirty percent of material cost for construction was reduced by design optimization. The tensile stress of concrete panel and bottom flage was critical constraints under service load. So, using high strength concrete and steel will be economical. And lots of initial values must be invested to accomplish the design optimization in design procedures.

• 전산구조공학
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• 제4권3호
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• pp.129-135
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• 1991

본 논문에서는 유한요소해석을 통하여 부등침하를 받는 매설관 기초지반 보강의 적용성과 지반보강 상호작용에 의하여 매설관 연결부 하부에서의 부등침하를 최소화 할 수 있는 방안에 관하여 다루었다. 매설관의 일단이 구조물에 고정되어 있는 경계조건에 대하여 상호비교하여 지반보강에 따른 응력전이 효과와 이로인한 배설관 침하억제 효과를 수치적으로 분석하였다.

• Advances in concrete construction
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• 제5권4호
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• pp.331-343
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• 2017

In this study a polymer concrete, made up of natural aggregates and an orthophthalic polyester binder, reinforced with natural Alfa fibers has been studied. The results of flexural testing of unreinforced polymer concrete with different rates of charges (marble) showed that the concrete with 20% of marble is stronger and more rigid compared to other grades. Hence, a rate of 20% of marble powder is selected as the optimal value in the development of polymer concrete reinforced Alfa fibers. The fracture results of reinforced polymer concrete with 1 and 2 wt% of chopped untreated or treated Alfa fibers showed that treated Alfa (5% NaOH) fiber reinforced polymer concrete has higher fracture properties than other composites. We believe that this type of concrete provides a very promising alternative for the building industry seeking to achieve the objectives of sustainable development.