• 한국가시화정보학회지
• /
• 제2권2호
• /
• pp.52-57
• /
• 2004

The development and interaction of vortices over a delta wing with leading edge extension (LEX) was investigated through off-surface flow visualization using micro water droplets and a laser beam sheet. Angles of attack of $20^{\circ}$ and 24$^{\circ}$ were tested at sideslip angles of $0^{\circ}$, $-5^{\circ}$, and $-10^{\circ}$ The flow Reynolds number based on the main-wing root chord was $1.82{\times}10^{5}$. The wing vortex and the LEX vortex coiled around each other while maintaining comparable strength and identity at a zero sideslip. The increase of angle of attack intensified the coiling and shifted the cores of the wing and LEX vortices inboard and upward. By sideslip, the coiling, the merging and the diffusion of the wing and LEX vortices were increased on the windward side, whereas they were delayed significantly on the leeward side. The present study confirmed that the sideslip angle had a profound effect on the vortex structure and interaction of a delta wing with LEX, which characterized the vortex-induced aerodynamic load.

• 한국유체기계학회 논문집
• /
• 제15권6호
• /
• pp.11-17
• /
• 2012

The one way fluid structure interaction analysis on advanced propeller blade for next generation turboprop aircraft. HS1 airfoil series are selected as a advanced propeller blade airfoil. Adkins method is used for aerodynamic design and performance analysis with respect to the design point. Adkins method is based on the vortex-blade element theory which design the propeller to satisfy the condition for minimum energy loss. propeller geometry is generated by varying chord length and pitch angle at design point. Blade sweep is designed based on the design mach number and target propulsion efficiency. The aerodynamic characteristics of the designed Advanced propeller were verified by CFD(Computational Fluid Dynamic) and showed the enhanced performance than the conventional propeller. The skin-foam sandwich structural type is adopted for blade. The high stiffness, strength carbon/epoxy composite material is used for the skin and PMI(Polymethacrylimide) is used for the foam. Aerodynamic load is calculated by computational fluid dynamics. Linear static stress analysis is performed by finite element analysis code MSC.NASTRAN in order to investigate the structural safety. The result of structural analysis showed that the design has sufficient structural safety. It was concluded that structural safety assessment should incorporate the off-design points.

• Steel and Composite Structures
• /
• 제38권4호
• /
• pp.463-476
• /
• 2021

The concept of using Steel-concrete (SC) composite walls as retaining walls has recently been introduced by the authors and their effectiveness of resisting out-of-plane loads has also been demonstrated. In this paper, an improved analytical formulation based on partial interaction theory, which has previously been developed by the authors, is presented. The improved formulation considers a new loading condition and also accounts for cracking in concrete to simulate the real conditions. Due to a limited number of test specimens, further finite element (FE)simulations are performed in order to verify the analytical procedure in more detail. It is observed that the results from the improved analytical procedure are in excellent agreement with both experimental and numerical results. Moreover, a detailed parametric study is conducted using the developed FE model to investigate effects of different parameters, such as distance between shear connectors, shear connector length, concrete strength, steel plate thickness, concrete cover thickness, wall's width to thickness ratio, and wall's height to thickness ratio, on the behavior of SC composite walls subjected to out-of-plane loads.

• 한국재난정보학회 논문집
• /
• 제10권1호
• /
• pp.40-48
• /
• 2014

최근 철도의 고속화와 효율적인 기존철도 노선의 활용화가 요구됨에 따라 다양한 철도노반의 강화에 대한 시도가 진행되어 왔다. 그 중 지오그리드는 기존의 연구들을 통해 보강효과가 있음이 인지되어왔고 이에 활용범위가 늘어나고 있다. 본 논문에서는, 물성치가 다른 노반재료들로 구성된 궤도하부 노반을 형성 후 두 종류의 지오그리드를 각각 설치하고, 상재하중에 대한 인발강도에 미치는 영향을 알아보았다. 실험결과 인발강도와 상재하중은 비례하는 경향을 보여준 반면, 상호작용 인발계수는 감소되었으며 이는 상재하중 크기뿐만 아니라 접속면에서의 마찰각, 격자와 입자간의 결합상태등 복합적인 영향을 받는 것으로 판단된다. 또한, 일-에너지 개념을 이용한 지오그리드 효과를 산정하는 방법을 제시하였고 제한적으로 실험결과를 이용하여 검증하였다.

• 대한치과재료학회지
• /
• 제44권2호
• /
• pp.171-178
• /
• 2017

본 연구의 목적은 착색액 침지 횟수와 소결온도가 지르코니아 세라믹의 굴곡강도에 미치는 영향을 조사하였다. 본 연구에서는 투명도가 향상된 지르코니아 블록을 이용하여 $25mm{\times}2mm{\times}1.5mm$ 크기의 시편을 제작하였다. 제작된 지르코니아세라믹 시편을 0, 2, 그리고 4회로 구분하여 착색 용액에 침지하여 색조를 부여하였다. 그 다음, $1,450^{\circ}C$와 $1,600^{\circ}C$로 최종 소결 후, 만능시험기를 이용해서 굴곡강도를 측정하였다 (전체 6개 그룹, 각 그룹 n=10). 미세조직 관찰은 전방전계주사현미경(SEM)을 사용하였고, 실험을 통해 획득된 자료는 Two-away ANOVA를 이용하여 분석하였다. 굴곡강도 분석결과 EKL2 군에서 $762.3{\pm}42.3MPa$로 가장 높은 값을 보였다. 대조적으로, EKH4 군에서는 $516.4{\pm}77.1MPa$로 가장 낮은 값을 나타내었다. Two-way ANOVA의 결과에 따르면, 굴곡강도는 소결온도와 착색액 침지 횟수 사이에 상호 작용이 없는 것으로 나타났다($R^2=0.737$). 또한, 굴곡강도 결과 값에 관련하여, 소결온도에서 통계학적 유의차 가 나타났다 (P<0.001). 투명도가 향상된 지르코니아 세라믹의 굴곡강도는 소결온도에 의존하는 것으로 나타났다. 착색액 침지 횟수는 투명도가 향상된 지르코니아 세라믹의 굴곡강도에 영향을 미치지 않았다.

• Computers and Concrete
• /
• 제17권5호
• /
• pp.579-596
• /
• 2016

This paper describes a method of the refined plastic hinge approach in the framework of the higher-order element formulation that can efficaciously evaluate the limit state capacity of a whole reinforced concrete structural system using least number of element(s), whereas the traditional design of a reinforced concrete structure (i.e. AS3600; Eurocode 2) is member-based approach. Hence, in regard to the material nonlinearities, the efficient and economical cross-section analysis is provided to evaluate the element section capacity of non-uniform and arbitrary concrete section subjected to the interaction effects, which is helpful to formulate the refined plastic hinge method. In regard to the geometric nonlinearities, this paper relies on the higher-order element formulation with element load effect. Eventually, the load redistribution can be considered and make full use of the strength reserved owing to the redundancy of an indeterminate structure. And it is particularly true for the performance-based design of a structure under the extreme loads, while the uncertainty of the extreme load is great that the true behaviour of a whole structural system is important for the economical design approach, which is great superiority over the conservative optimal strength of an individual and isolated member based on traditional design (i.e. AS3600; Eurocode 2).

• Computers and Concrete
• /
• 제31권3호
• /
• pp.207-221
• /
• 2023

In this investigation, the interaction between opening space and neighboring joint has been examined by experimental test and Particle flow code in two dimension (PFC2D) simulation. Since, firs of all PFC was calibrated using Brazilian experimental test and uniaxial compression test. Secondly, diverse configurations of opening and neighboring joint were provided and tested by uniaxial test. 12 rectangular sample with dimension of 10 cm*10 cm was prepared from gypsum mixture. One quarter of tunnel and one and or two joint were drilled into the sample. Tunnel diameter was 5.5 cm. The angularities of joint in physical test were 0°, 45° and 90°. The angularities of joint in numerical simulation were 0°, 30°, 60°, -30°, -45°, -60° and its length were 2cm and 4cm. Loading rate was 0.016 m/s. Tensile strength of material was 4.5 MPa. Results shows that dominant type of crack which took place in the model was tensile cracks and or several shear bands develop within the model. The Final stress is minimum in the cases where oriented angle is negative. The failure stress decrease by decreasing the joint angle from 30° to 60°. In addition, the failure stress decrease by incrementing the joint angle from -30° to -60°. The failure stress was incremented by decreasing the number of notches. The failure stress was incremented by decreasing the joint length. The failure stress was incremented by decreasing the number of notches. Comparing experimental results and numerical one, showed that the failure stress is approximately identical in both conditions.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제14권1호
• /
• pp.131-147
• /
• 2020

RFID (Radio Frequency Identification) identifies a specific object by radio signals. As the tag provides a unique ID for the purpose of identification, RFID technology effectively solves the ambiguity and occlusion problem that challenges the laser or camera-based approach. This paper proposes an approach to track a moving object based on the integration of RFID and laser ranging information using a particle filter. To be precise, we split laser scan points into different clusters which contain the potential moving objects and calculate the radial velocity of each cluster. The velocity information is compared with the radial velocity estimated from RFID phase difference. In order to achieve the positioning of the moving object, we select a number of K best matching clusters to update the weights of the particle filter. To further improve the positioning accuracy, we incorporate RFID signal strength information into the particle filter using a pre-trained sensor model. The proposed approach is tested on a SCITOS service robot under different types of tags and various human velocities. The results show that fusion of signal strength and laser ranging information has significantly increased the positioning accuracy when compared to radial velocity matching-based or signal strength-based approaches. The proposed approach provides a solution for human machine interaction and object tracking, which has potential applications in many fields for example supermarkets, libraries, shopping malls, and exhibitions.

• 한국언어정보학회지:언어와정보
• /
• 제12권2호
• /
• pp.1-20
• /
• 2008

This paper examines the effects of focus types on case ellipsis in Korean. A number of previous studies have suggested that accusative case markers in Korean and Japanese cannot be dropped when the object they mark is contrastively focused (Masunaga, 1988; Yatabe, 1999; Ko, 2000; Lee, 2002). Using experimental evidence, we argue against the view that case ellipsis in Korean is sensitive to the distinction between contrastive vs. non-contrastive focus. An alternative analysis is proposed which accounts for the phenomenon of variable case marking in terms of the interaction between the contrastive strength and the discourse accessibility of focused object NPs. By viewing patterns of case ellipsis as the result of balancing between these two forces, such an analysis can correctly predict the gradient pattern of case ellipsis shown by the three types of focused objects tested in the experiment (contrastive replacing focus, contrastive selecting focus and non-contrastive, informational focus), while at the same time offering an explanation for why subtypes of focus exert distinct influences on case ellipsis.

• Steel and Composite Structures
• /
• 제13권3호
• /
• pp.225-238
• /
• 2012

Steel structural elements with web-tapered I cross section, are usually made of welded thin plates. Due to the nonrectangular shape of the element, thin web section may be obtained at the maximum cross section height. The buckling strength is directly influenced by lateral restraining, end support and initial imperfections. If no lateral restraints, or when they are not effective enough, the global behaviour of the members is characterized by the lateral torsional mode and interaction with sectional buckling modes may occur. Actual design codes do not provide a practical design approach for this kind of elements. The paper summarizes an experimental study performed by the authors on a relevant number of elements of this type. The purpose of the work was to evaluate the actual behaviour of the web tapered beam-columns when applying different types of lateral restraints and different web thickness.