• 한국HCI학회:학술대회논문집
• /
• 한국HCI학회 2006년도 학술대회 2부
• /
• pp.571-576
• /
• 2006

본 연구는 플렉서블 디스플레이의 제품 적용 시 다루어져야 할 인터페이스 디자인 관점에서의 접근으로서의 목적을 가진다. 유연성을 중심으로 플렉서블 디스플레이의 기술과 서비스를 살펴보고, 인간과 도구의 인터랙션 관점에서 플렉서블 디스플레이의 구부림 조작의 가능성을 살펴본다. 또한 이러한 조작 방식의 사례 연구로서, 휴대형 멀티미디어 기기에서의 디스플레이의 구부림을 이용한 조작 방식의 적용 시 사용자는 어떠한 경험지식을 활용하여 조작하는가를 실험을 통해 알아본다. 실험의 결과로부터 물리적 조작과 화면정보구조에 대한 개념을 정리하고 그에 따른 플렉서블 디스플레이의 구부림 조작을 활용한 인터페이스 사례를 제안한다.

• 대한조선학회논문집
• /
• 제44권6호
• /
• pp.619-626
• /
• 2007

This paper presents an experimental study on deformations and force characteristics of flexible plates both in air and water. The focus is on the complicated interaction problem between the fluid and flexible structures. The displacements and forces of free oscillating plates are measured and compared with each others. The effects of several plate coefficients are investigated i.e. plate thickness, aspect ratio, plate area, plate width ratio, bending angle. For the verification of the experimental results, some of them are compared with numerical simulation and show reasonable agreements.

• Wind and Structures
• /
• 제26권5호
• /
• pp.279-292
• /
• 2018

Inspired by the energy harvesting eel, a flexible flag behind a D-shape cylinder in a uniform viscous flow was simulated by using the immersed boundary method (IBM) along with low-speed wind tunnel experimentation. The flag in the wake of the cylinder was strongly influenced by the vortices shed from the upstream cylinder under the vortex-vortex and vortex-body interactions. Geometric and flow parameters were optimized for the flexible flag subjected to passive flapping. The influence of length and bending coefficient of the flexible flag, the diameters (D) of the cylinder and the streamwise spacing between the cylinder and the flag, on the energy generation was examined. Constructive and destructive vortex interaction modes, unidirectional and bidirectional bending and the different flapping frequency were found which explained the variations in the energy of the downstream flag. Voltage output and flapping behavior of the flag were also observed experimentally to find a more direct relationship between the bending of the flag and its power generation.

• 한국지진공학회논문집
• /
• 제27권6호
• /
• pp.303-310
• /
• 2023

The equivalent static load for non-structural elements has a limitation in that the sloshing effect and the interaction between the fluid and the water tank cannot be considered. In this study, the equations to evaluate the impulse and convective components in the design codes and previous research were compared with the shaking table test results of a rectangular water tank with flexible wall panels. The conclusions of this study can be summarized as follows: (1) It was observed that the natural periods of the impulsive component according to ACI 350.3 were longer than system identification results. Thus, ACI 350.3 may underestimate the earthquake load in the case of water tanks with flexible walls. (2) In the case of water tanks with flexible walls, the side walls deform due to bending of the front and back walls. When such three-dimensional fluid-structure interaction was included, the natural period of the impulsive component became similar to the experimental results. (3) When a detailed finite element (FE) model of the water tank was unavailable, the assumption S_ai = S_DS could be used, resulting in a reasonably conservative design earthquake load.

• 예술인문사회 융합 멀티미디어 논문지
• /
• 제7권6호
• /
• pp.897-906
• /
• 2017

프로젝션 맵핑(공간증강현실)은 현실세계에서 다양한 가상의 환영(幻影)을 만들어내는 것으로 최근에 많은 분야에 사용되고 있다. 기존의 프로젝션 맵핑에서는 사용자와의 자연스러운 상호작용으로서 접히거나 구부러지는 것 과 같은 유연한 물체의 기하학적인 변형 속성(예: 용지)의 움직임을 고려하지 않았다. 또한, 정적 물체에 대한 프로젝션 맵핑에 대한 많은 연구가 있었지만, 유연한 타깃의 움직임을 추적하고 사용자와의 상호작용 측면에서 모양이 변형된 물체에 맵핑을 정확히 하는 다이내믹 프로젝션 맵핑은 여전히 도전해야할 연구 분야이다. 따라서 본 논문에서는 Unity3D와 ARToolkit을 이용한 실험을 통해 단단하지 않은 물체에 대한 견실한 추적과 정확한 맵핑 방법을 제안한다. 제안하는 방법은 큐빅 베지어 곡면 형성, 움직임 변형 값 렌더링 과정, 멀티플 마커 인식과 트래킹 과정, 실시간 웹캠 지속 촬영의 4가지 실험 단계로 구성된다. 사용자는 물체에 변형을 주기 위해 직접 접고, 휘고, 구부리고 비틀 수 있다. 제안 방법은 세 가지 긍정적인 결과를 도출할 수 있다. 첫째, 물체의 형태가 강하게 변형되어 있어도 감지 가능하다. 둘째, 사용자가 직접 물체에 변형을 주는 과정에서 물체의 일부분을 차단하고 있을 때의 Occlusion오류를 줄일 수 있어 정확한 트래킹을 할 수 있다. 셋째, 제안 방법의 견실하고 정확함은 빠른 속도로 물체의 움직임을 감지하게 하므로 실시간으로 결과 값을 물체에 투영할 수 있다.

• Interaction and multiscale mechanics
• /
• 제4권1호
• /
• pp.1-16
• /
• 2011

The inverse problem about the theoretical analysis of a drill string bending in a channel of an inclined bore-hole with localized geometrical imperfections is studied. The system of ordinary differential equations is first derived based on the theory of curvilinear flexible elastic rods. One can then use these equations to investigate the quasi-static effects of the drill string bending that may occur in the process of raising, lowering and rotation of the string inside the bore-hole. The method for numerical solution of the constructed equations is described. With the proposed method, the phenomenon of the drill column movement, its contact interaction with the bore-hole surface, and the frictional seizure can be simulated for different combinations of velocities, directions of rotation and axial motion of the string. Geometrical imperfections in the shape of localized smoothed breaks of the bore-hole axis line are considered. Some numerical examples are presented to illustrate the applicability of the method proposed.

• Structural Engineering and Mechanics
• /
• 제53권1호
• /
• pp.159-172
• /
• 2015

This paper is concerned with effects of the wall flexibility on the seismic behavior of ground-supported cylindrical silos. It is a well-known fact that almost all analytical approximations in the literature to determine the dynamic pressure stemming from the bulk material assume silo structure as rigid. However, it is expected that the horizontal dynamic material pressures can be modified due to varying horizontal extensional stiffness of the bulk material which depends on the wall stiffness. In this study, finite element analyses were performed for six different slenderness ratios according to both rigid and flexible wall approximations. A three dimensional numerical model, taking into account bulk material-silo wall interaction, constituted by ANSYS commercial program was used. The findings obtained from the numerical analyses were discussed comparatively for rigid and flexible wall approximations in terms of the dynamic material pressure, equivalent base shear and bending moment. The numerical results clearly show that the wall flexibility may significantly affects the characteristics behavior of the reinforced concrete (RC) cylindrical silos and magnitudes of the responses under strong ground motions.

• International Journal of Fluid Machinery and Systems
• /
• 제10권3호
• /
• pp.188-196
• /
• 2017

The objective of this paper is to investigate the flow-induced vibration of a flexible hydrofoil in cavitating flows via combined experimental and numerical studies. The experiments are presented for the modified NACA66 hydrofoil made of POM Polyacetate in the closed-loop cavitation tunnel and the numerical investigations are performed using a hybrid coupled fluid structure interaction model. The results showed that with the decreasing of cavitation number, the vibration magnitude increases dramatically for the cloud cavitation and declines for the supercavitation. The cloud cavitation development strongly affects the vibration response, with the main frequency of the vibration being accordance with the cavity shedding frequency and other two frequencies corresponding to the bending and twisting frequencies.

• Geomechanics and Engineering
• /
• 제30권4호
• /
• pp.383-392
• /
• 2022

Although pipelines are composed of segmental tubes commonly connected by rubber gasket or push-in joints, current studies mainly simplified pipelines as continuous structures. Effects of joints on three-dimensional deformation mechanisms of existing pipelines due to tunnel excavation are not fully understood. By conducting three-dimensional numerical analyses, effects of pipeline burial depth, tunnel burial depth, volume loss, pipeline stiffness and joint stiffness on bending strain and joint rotation of existing pipelines are explored. By increasing pipeline burial depth or decreasing tunnel cover depth, tunneling-induced pipeline deformations are substantially increased. As tunnel volume loss varies from 0.5% to 3%, the maximum bending strains and joint rotation angles of discontinuous pipelines increase by 1.08 and 9.20 times, respectively. By increasing flexural stiffness of pipe segment, a dramatic increase in the maximum joint rotation angles is observed in discontinuous pipelines. Thus, the safety of existing discontinuous pipelines due to tunnel excavation is controlled by joint rotation rather than bending strain. By increasing joint stiffness ratio from 0.0 (i.e., completely flexible joints) to 1.0 (i.e., continuous pipelines), tunneling-induced maximum pipeline settlements decrease by 22.8%-34.7%. If a jointed pipeline is simplified as a continuous structure, tunneling-induced settlement is thus underestimated, but bending strain is grossly overestimated. Thus, joints should be directly simulated in the analysis of tunnel-soil-pipeline interaction.

• 상하수도학회지
• /
• 제26권6호
• /
• pp.907-914
• /
• 2012

Flexible pipes take advantage of their ability to move, or deflect, under loads without structural damage. Common types of flexible pipes are manufactured from polyethylene (PE), polyvinyl chloride (PVC), steel, glass fiber reinforced thermosetting polymer plastic (GFRP), and aluminum. In this paper, we present the result of an investigation pertaining to the short-term behavior of buried polyethylene pipe. The mechanical properties of the polyethylene pipe produced in the domestic manufacturer are determined and the results are reported in this paper. In addition, vertical ring deflection is measured by the laboratory model test and the finite element analysis (FEA) is also conducted to simulate the short-term behavior of polyethylene pipe buried underground. Based on results from soil-pipe interaction finite element analyses of polyethylene pipe is used to predict the vertical ring deflection and maximum bending strain of polyethylene pipe.