• International Journal of Naval Architecture and Ocean Engineering
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• 제10권3호
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• pp.385-392
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• 2018

This paper presents 2D numerical modeling to calculate ship-ice interactions that occur when an icebreaker advances into ice-covered water. The numerical model calculates repeated icebreaking of an ice plate and removal of small ice floes. The icebreaking of the ice plate is calculated using a ship-ice contact detection technique and fluid-structural interaction of ice plate bending behavior. The ship-ice interactions in small ice floes are calculated using a physically based modeling with 3DOF rigid body equations. The ice plate is broken in crushing, bending, and splitting mode. The ice floes drift by wind or current and by the force induced by the ship-ice interaction. The time history of ice force and ice floe distribution when an icebreaker advances into the ice-covered water are obtained numerically. Numerical results demonstrate that the time history of ice force and distribution of ice floes (ice channel width) depend on the ice floe size, ship motion and ice drifting by wind or current. It is shown that the numerical model of ship maneuvering in realistic ice conditions is necessary to obtain precise information about the ship in ice-covered water. The proposed numerical model can be useful to provide data of a ship operating in ice-covered water.

• Wind and Structures
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• 제13권2호
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• pp.169-189
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• 2010

This paper describes the use of coupled Computational Fluid Dynamics (CFD) and Rigid Body Dynamics (RBD) in modelling the aerodynamic behaviour of wind-borne plate type objects. Unsteady 2D and 3D Reynolds Averaged Navier-Stokes (RANS) CFD models are used to simulate the unsteady and non-uniform flow field surrounding static, forced rotating, auto-rotating and free-flying plates. The auto-rotation phenomenon itself is strongly influenced by vortex shedding, and the realisable k-epsilon turbulence modelling approach is used, with a second order implicit time advancement scheme and equal or higher order advection schemes for the flow variables. Sequentially coupling the CFD code with a RBD solver allows a more detailed modelling of the Fluid-Structure Interaction (FSI) behaviour of the plate and how this influences plate motion. The results are compared against wind tunnel experiments on auto-rotating plates and an existing 3D analytical model.

• International Journal of Ocean System Engineering
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• 제3권4호
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• pp.188-208
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• 2013

The motion response of floating structures should be adequately low to permit the operation of rigid risers along with dry well heads. Though Spar platforms have low heave responses under lower sea state, could become unacceptable in near resonance region of wave periods. Hence the hydrodynamic response, heave in particular, must be examined to ensure that it is minimized. To reduce heave motions, external damping devices are introduced and one such effective damping device is heave plate. Addition of heave plate can provide additional viscous damping and additional added mass in the heave direction which influence the heave motion. The present study focuses on the influence of heave plate on the hydrodynamic responses of Classic Spar in regular waves. The experimental investigation has been carried out on a 1:100 scale model of Spar with single and double heave plates in regular waves. Numerical investigation has been carried out to derive the hydrodynamic responses using ANSYS AQWA. The experimental results were compared with those obtained from numerical simulation and found to be in good agreement. The influence of disk diameter ratio, wave steepness, pretension in the mooring line and relative spacing between the plates on the hydrodynamic responses of Spar are evaluated and presented.

• 한국지반공학회논문집
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• 제18권3호
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• pp.87-94
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• 2002

최근 들어 국내에서는 경제적이고 효율적인 지하굴착공법으로 쏘일네일링 벽체와 지하구조물 외벽을 합벽처리하는 사례가 많아지고 있으며, 이같은 지하외벽 일체식 쏘일네일링 공법은 기존의 지보공법과 비교해 볼 때 굴착면적을 최소화하고 시공성을 개선할 수 있는 특징 이 있다. 또한 지하외벽 일체식 쏘일네일링 공법은 지하외벽의 단면 축소와 지하수에 의한 양압력의 영향에도 대처할 수 있는 장점이 있으나 아직까지는 이에 대한 연구가 미흡하여 보수적으로 설계되고 있는 실정이다. 이를 위해 본 연구에서는 실내모형실험을 통해 전면벽체의 강성에 따른 쏘일네일링 보강토체의 거동 및 네일의 두부에 작용하는 인발력을 분석하여 전면벽체의 강성에 따른 쏘일네일링 벽체의 파괴유형을 규명하고 사용상태 및 한계상태에서의 변위양상 및 네일 두부에서의 인장력 분포를 분석하였다. 또한 전면판의 강성이 쏘일네일링 벽테의 전체 안정성에 미치는 영향을 분석하였으며, 향후 전면벽체의 강성에 따른 지반-네일의 상호작용에 대한 모델개발에 필요한 기초적인 자료를 제공하고자 한다.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제32권3호
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• pp.222-225
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• 2006

The treatment objective of mandibular fracture is a return to normal function. According to Champy, a rigid fixation of mandibular angle fracture is performed by using 4 or 6 holes titanium miniplates on the external oblique ridge of mandible. However, the limitations of metal plate such as hypersensitivity, interference with the cranio-facial growth of growing child, secondary bone resorption around the plate, foreign body reaction, declination of primary callus formation, and bone atrophy due to the lack of normal stress reaction of the bone have been reported. Recently, biodegradable miniplate has been introduced and used as an alternative to the metal plate despite its lower strength than that of the titanium plate and the side effect caused by the resorption in the body. In this study, 61 patients diagnosed as mandibular angle fracture and treated from Jan. 1998 to Dec. 2004 in our department have been reviewed. Metal plate fixation was used in 50 patients and biodegradable plate fixation in 11 patients on the external oblique ridge around the fractured mandibular angle according to the principle of monocortical osteosynthesis by Champy. We compared the incidence of side effects and the degree of bony union at the mandibular inferior border in two different fixation methods. In conclusion, we have found that one miniplate regardless of matter could provide enough strength to grasp bony fragments of the tension site and compress the inferior border of mandible without any complications.

• 대한토목학회논문집
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• 제31권5A호
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• pp.369-378
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• 2011

본 논문은 RC(Reinforced Concrete), SC(Steel-Plate Concrete) 격납구조에 대한 대형 민항기 충돌에 관한 응답해석을 Hydrocode인 Autodyn-3D를 통해 수행하였다. 이전에 연구된 대부분의 항공기 충돌 해석에서의 충격 하중은 국부적인 부분(동체면적의 약 2배)에 대해 Riera의 충격하중함수를 적용하는 방법을 이용하여왔다. 하지만, 본 논문에서는 실제 Boeing 767과 유사한 모델을 구현하여 대상 구조체에 직접 충돌 시켜 나타나는 현상을 비교 분석 하였으며, 항공기 모델은 강성벽(Rigid Target)에 대해 항공기를 충돌 시켰을 시 발생되는 충돌하중이력곡선과, Riera 함수를 이용한 충돌하중이력곡선과의 비교를 통하여 검증하였다. 항공기 충돌 시, SC 격납구조에 대한 충돌저항능력 및 응답, 안전성 효과를 평가 하기 위해 무근 콘크리트(Plain Concrete:PC), 철근 콘크리트(Reinforced Concrete:RC), 철근 콘크리트와 완전 부착된 내부 Liner Plate(CLP:Containment Liner Plate), 그리고 SC 격납구조에 대한 해석을 수행하였다. 따라서 항공기 충돌과 같은 비정상충격하중이 RC구조와 SC구조에 가해질 경우에 대한 거동 예측이 가능하며, 보수적인 안전성이 요구되는 RC 원전 격납건물에 SC구조를 적용하면 상대적인 안전성 증대 효과를 기대 할 수 있을 것으로 보여진다.

• 한국해양공학회지
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• 제13권4호통권35호
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• pp.75-81
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• 1999

Roll forming process is simulated with a commercial FEM code LS-DYNA. The rolls are treated as rigid bodies rotating with a constant angular velocity. The strip and the rolls are modeled with 4-node plate elements. It is assumed that the nodes along the front end of the strip move along paths given by sine functions. It is found that the analysis can be applied to the optimal design of forming rolls. With these analyses, it is expected that forming defects can be avoided and process development efforts can be reduced.

• 소음진동
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• 제5권1호
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• pp.85-93
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• 1995

The vibration of the dehydration process in a washing machine is important problem that affects the performance of products. In this paper, the upper structure of a washing machine is modeled as rigid body suspension system and, by numerical analysis, the amplitude of a spin basket and the transfer moment at a base plate are calculated. To examine the vibrational characteristics according to design variable change, the friction coefficient in anubber, the radius of curvature, the stiffness coefficient, initial length and locations of support springs are considered in the analysis. Experimental results are compared with those of analysis.

• 태양에너지
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• 제8권1호
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• pp.33-40
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• 1988

The characteristics of thermal instabilities of natural convection in a horizontal fluid layer bounded below by a rigid plate and above by an interface with a passive gas is presented. The critical Grashof number decreases as the surface tension gradient effect (Marangoni effect) at the interface increases and the flow remains unstable for a critical Marangoni number depending on Prandtl numbers. These results are in substantial agreement with those of Smith and Davis.

• 대한치과의사협회지
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• 제32권1호통권296호
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• pp.69-74
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• 1994

Fifty-one patients with fracture of mandible were treated by rigid internal fixation using AO Eccentric Dynamic Compression Plate. All teeth in the fracture line were left in all patients. None of patients were placed into maxillomancibular fixation. Two patients postoperatively developed infection (3.9%). The use of the AO EDCP for the fracture of mandible was found to be useful to prevent the infection, even permitting maintenance of the teeth in the line of fracture.