• Title/Summary/Keyword: Immersion test

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The E-Learning for Practice Training Using Augmented Reality in the College Education (증강현실을 이용한 대학 e-Learning 실습교육)

  • Lee, Ki-Ho
    • Cartoon and Animation Studies
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    • s.40
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    • pp.443-476
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    • 2015
  • The university e-learning classes give a major focused on practical training in the art and design field are opened such as theory classes. The cyber universities that fully gives on-line classes even open as theory classes. They speak about difficulty and limitation of operating cyber class with practice. So, many of them organize off-line special lecture at the classroom in weekend. In the reason of studying that has the constraints of time and space, the student wastage rates in cyber universities are going higher. This research focused on giving an efficient e-learning practice environment in college e-learning courses, and operated scholastic achievement test between the augmented reality(AR) based practice education and the existing classroom based practice education. The subjects of study were totally 84 people who are the freshmen of the design department in the two-year diploma course college. They were divided 3 groups which one was treated AR based practice e-learning and two others groups were existing classroom based practice. Each of the group took the same treated lecture during 7 weeks. The first of the outcome was the AR based practice e-learning was more effective than existing classroom based practice on the side of scholastic achievement. The second, the AR based practice e-learning aroused increasing in the interest in class on the side of attribute factors. The third, the AR based practice e-learning group made higher level of studying immersion than others. In consideration of this experiment was processed in the regular college academic course, the finding by this research shows AR based major practice e-learning is an alternative lecturing strategy what can be supplemented existing classroom based academic teaching methods.

A STUDY CONCERNING THE CHARACTERISTICS OF KOREAN NI-TI ALLOY ORTHODONTIC WIRE (국산 Ni-Ti합금 교정용 선재의 특성에 관한 연구)

  • Park, Dong-Ok;Kwon, Oh-Won
    • The korean journal of orthodontics
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    • v.25 no.2 s.49
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    • pp.187-200
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    • 1995
  • To estimate the characteristics of Korean Ni-Ti alloy orthodontic wire, this study investigated compositions, tensile properties, bending properties, heat treatment effects, and ion releasing degrees, and compared these characteristics to those of the imported Ni-Ti alloy wire. The results obtained are as follows ; 1. Ti and -Ni elements in ORTHOLLOY were in a range showing superelasticity, and there was a little difference in the Ni and Ti contents of ORTHOLLOY as compared with those of SENTALLOY. 2. The results of the tensile test concerning ORTHOLLOY exhibited a superelastic effect, indicating an area of a definite amount of stress in spite of the changes in the range from $2\%\;to\;8\%$ in the strain rate. 3. ORTHOLLOY presented higher load values than SENTALLOY in the same deflection values when the wire was tested in three-point bending. A load range displaying a superelastic effect was 80-l00g, 140-l80g, and 130-200g respectively, in wire diameters of 0.014', 0.016', and 0.018' 4. By heat treatments at $400^{\circ}C$ and at $500^{\circ}C$, a load range showing the effect of superelasticitly was lessened by the duration of the heat treatment time. The superelastic effect was destroyed as a result of the 10 minutes heat treatment at $600^{\circ}C$. 5. The quantity of the Ni ion released from ORTHOLLOY, tended to be greater than the amount of released Ni ion in SENTALLOY. The Co ion released was very little(<0.01ppm) in SENTALLOY and ORTHOLLOY irrespective of the lapse of time. Released Ni ions on the 1st day were at the maximum, and the releasing rate showed plateaus after three days. 6. The surface morphology of SENTALLOY was relatively regular irrespective of the lapse of rime, and the corrosion tendency was not observed. However, the surface morphology of ORTHOLLOY was rather irregular and shelved fitting corrosion after immersion.

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Influence of cadmium exposure on the immune response of olive flounder, Paralichthys olivaceus (Cadmium이 넙치(Paralichthys olivaceus)의 면역 반응에 미치는 영향)

  • Byun, Ju-Young;Yoo, Min-Ho;Jun, Lyu-Jin;Lee, Hyung-Ho;Jeong, Hyun-Do
    • Journal of fish pathology
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    • v.14 no.2
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    • pp.97-102
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    • 2001
  • Olive flounder, Paralichthys olivaceus known as an one of the major aquacultured species in Korea were exposed to cadmium(Cd) with different protocols and analyzed the effects of exposure on the immune response. Antibody levels in sera of the group exposed to Cd(20ppb) by immersion method from 2 weeks before immuniztion with formalinised Edwardsiella tarda(E. tarda) KFE entigen to the end of experiment reached to peak level faster than that of the non-exposed group. After this peaking time the levels decreased much at a faster rate compared to the non-exposed group. This tendency was also appeared in the numbers of specific antibody secreting cells(SASC) analyzed with the enzyme-linked immunospot (ELISPOT)-assay technique in the splenocytes of the experimental groups exposed to Cd with different ways. Interestingly, the group exposed to Cd for 2 weeks before immunization also showed increased numbers of SASC unlikely the antibody production and suggested a more critical influence of cadmium exposure in early stage of immune reaction. Artificial infection with live E. tarda KFE induces 100% mortality in the flounder exposed to cadmium throughout the experimental period from two weeks before the immunization. It may imply that some other factors related to specific immunity are involving in the defence system of flounder exposed to Cd. Taked together. Cd exposure may induce temporaily stimulatory or indhibitory effects on the immune reaction, but suppress the physiological systems for the resistant against the infective agents with other toxic effects.

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A Study on Corrosion Resistance of the Reinforement in Concrete Using Blast-Furnace Slag Powder (고로슬래그미분말을 사용한 콘크리트의 염화물이온에 의한 철근부식 저항성 연구)

  • Kim Eun-Kyun;Kim Jin-Keun;Lee Dong-Hyuk;Kim Young-Ung;Kim Yong-Chul
    • Journal of the Korea Concrete Institute
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    • v.16 no.1 s.79
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    • pp.1-9
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    • 2004
  • This paper represents the permeability of chloride ions and the corrosion performance in the concrete blended with granulate blast furnace slag exposed to chloride environment. An ordinary cement (type I ) and sulfate resisting cement(type V) were used for the experiment. The two cements were combined with $0\%$, $25 \%$, $40\%$, and $55\%$ of the granulated blast furnace slag. The accelerated permeability tests of chloride ions were performed in accordance with ASTM C1202, and the accelerated corrosion tests of steel were carried out by using the method of immersion/drying cycles. After water curing 28 days, 56 days and 91 days, these tests were conducted until 30 cycles. In every cycle, test specimens were wetted in $3\%$ NaCl solution for three days and dried again in $60^{\circ}C$ air for four days. As an experimental results, the diffusion coefficient of chloride ions of the ordinary cement Concrete Combined granulated blast furnace slag was much lower than that of non granulated blast furnace slag concrete. Moreover, the diffusion coefficient of chloride ions of sulfate resisting cement concrete was higher than that of ordinary cement concrete. On the basis of the results of accelerated corrosion tests, corrosion resistance of the concrete mixed with granulated blast furnace slag shows good to corrosion resistance, however, the concrete with sulfate resisting cement shows bad to corrosion resistance.

Augmented Presentation Framework Design and System Implementation for Immersive Information Visualization and Delivery (몰입적 정보 표현과 전달을 위한 증강 프레젠테이션 디자인 및 시스템 구현)

  • Kim, Minju;Wohn, Kwangyun
    • Journal of the HCI Society of Korea
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    • v.12 no.1
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    • pp.5-13
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    • 2017
  • Interactive intervention of the human presenter is one of the important factors that make the visualization more effective. Rather than just showing the content, the presenter enhances the process of the information delivery by providing the context of visualization. In this paper, we define this as an augmented presentation. In augmented presentation concept, the presenter can facilitate presentation more actively by being fully immersed in the visualization space and reaching and interacting into digital information. In order to concrete the concept, we design presentation space that enables the presenter to be seamlessly immersed in the visualization. Also we increase the presenter's roles as a storyteller, controller and augmenter allowing the presenter to fully support communicative process between the audience and the visualization. Then, we present an augmented presentation system to verify the proposed concept. We rendered 3D visualization through a half-mirror film and a wall projection screen that are place in parallel and applied with stereoscopic images, then, spatially align the presenter inside the virtual visualization space. After that, we conduct a controlled experiment to investigate the subjective level of immersion and engagement of the audience to HoloStation compared to traditional presentation system. Our initial investigation suggests that the newly conceived augmented presentation has potential not only to enhance the information presentation but also to supports the delivery of visualization.

Physical Properties of Polymer Modified Mortar Containing FRP Wastes Fine Powder (폐FRP 미분말을 사용한 폴리머 시멘트 모르타르의 물성)

  • 황의환;한천구;최재진;이병기
    • Journal of the Korea Concrete Institute
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    • v.14 no.2
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    • pp.190-198
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    • 2002
  • In this research the physical properties of polymer modified mortar containing pulverized FRP(Fiber-Reinforced Plastics) wastes fine powder as a part of fine aggregate were investigated. Styrene-butadiene rubber(SBR) latex, polyacrylic ester(PAE) emulsion and ethylene-vinyl acetate(EVA) emulsion were used as Polymer modifier. Polymer modified mortars containing FRP wastes fine powder were prepared with various FRP wastes fine powder replacement(5∼30 wt%) for fine aggregate and polymer-cement ratios(5∼20 wt%). The water-cement ratio, water absorption rates and hot water immersion test, compressive and flexural strengths of polymer modified mortars were tested and the results compared to those of ordinary portland cement mortar. As the results, compressive and flexural strengths of polymer modified mortar containing FRP wastes fine powder depend on the contents of FRP wastes fine powder, type and additional amounts of polymer modifier. Some of them showed higher compressive and flexural strengths than those of ordinary portland cement mortar. Especially, SBR-modified mortar showed the highest strengths properties among three types of polymer modifier. Also water absorption rates, compressive and flexural strengths of SBR-modified mortar were more superior than those of PAE or EVA-modified mortar. The optimum mix proportions of SBR-modified mortar was 20 wt% of polymer-cement ratio and 20 wt% of FRP wastes fine powder replacement. Otherwise heat cured polymer modified mortar accelerated the improvement of early compressive and flexural strengths.

The Aging Effect of $Avimid^(R)$ K3B/1M7 Laminates in $80^{\circ}C$ Water ($Avimid^(R)$ K3B/IM7 복합재료의 $80^{\circ}C$ 물에서의 노화현상)

  • Kim Hyung-Won
    • Journal of the Korean Society of Propulsion Engineers
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    • v.9 no.4
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    • pp.23-30
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    • 2005
  • The Hygrothermal aging of the laminates of $Avimid^(R)$ K3B/IM7 in $80^{\circ}C$ water was studied as a function of immersion time prior to forming microcracks. The factors causing the $80^{\circ}C$ water to degradation of the laminates could be the degradation of the matrix toughness, the change in residual stresses or the interfacial damage between the fiber and the matrix. The times to saturation in $80^{\circ}C$ water for the laminates and for the neat resin were 100 hours and 500 hours. After 500 hours aging of the neat resin, the glass transition temperature was changed less than 1% by DSC test, and the weight gain was 1.55% increase with the diffusion coefficient $7\times10^{-6}m/s^2$ and the fracture toughness was decreased about 41%. After 100 hours fully saturated aging of the ${[+45/0/-45/90]}_s$ K3B/IM7 laminates in $80^{\circ}C$ water, the weight gain was 0.41% increase with the diffusion coefficient $1\times10^{-6}m/s^2$. In 100 hours, the loss of the fracture toughness of the laminates was 43.8% of the original toughness by the microcracking fracture toughness criterion. Therefore, the main factor to degrade the microcracking toughness of the laminates could be the degradation of the matrix fracture toughness.

Evaluation of corrosion resistance for various coated steel sheets by different types of corrosion test method (내식성 코팅 강재의 부식시험 종류 별 내식성 비교 평가)

  • Park, Jae-Hyeok;Hwang, Seong-Hwa;Park, Jun-Mu;Eom, Jin-Hwan;Yun, Yong-Seop;Lee, Myeong-Hun
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2017.05a
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    • pp.163-163
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    • 2017
  • 철강재는 대량 생산이 가능하여 경제성이 뛰어나고 기계적 성질도 우수하여 다양한 산업 분야에서 널리 사용되고 있다. 그러나 철강재는 부식 환경에 취약하기 때문에 그 용도에 따라 다양한 내식성을 부여하는 표면처리를 적용하고 있다. 이러한 철강재에 대한 내식성 표면처리로는 용융아연도금(HDG)과 용융알루미늄도금(HDA)이 우수한 내식성과 다양한 특성으로 널리 사용되고 있으며 아연과 알루미늄을 접목시킨 갈바륨(GL)도금 또한 우수한 내식성 코팅으로 알려져 있다. 또한 최근에는 기존 용융아연도금에 알루미늄(Al) 과 마그네슘(Mg)을 첨가한 3원계 도금강판이 개발되어 기존 용융도금강판 대비 고내식 코팅으로 알려져 있으며 그 적용은 점차 확대되고 있는 추세이다. 일반적으로 이와 같은 강판소재의 내식성 평가에 대해서는 실제 사용할 환경에 폭로하여 비교-시험 하는 것이 가장 확실하고 신뢰도가 높은 방법이다. 그러나 이러한 방법은 경우에 따라 수년에서 수십년에 이르는 장시간이 소요된다. 그러므로 이 방법을 대체하기 위한 각종 가속적 부식 시험들이 널리 적용되고 있다. 즉, 그 목적이나 용도에 따라 염수분무(SST), 침지(Immersion) 및 전기화학적 분극(Polarization) 등 실내에서 부식 시험 하는 방법이 사용되고 있다. 한편, 이러한 부식 가속 시험들은 실제 외부에서 폭로 시험한 결과와의 상관성이 불명확한 경우가 많아 종종 해석에 어려움을 갖고 있는 실정이다. 또한 이 시험 방법들은 동일 재료를 시험하더라도 시험방법의 차이에 따라 부식요인이나 해석방법이 다르므로 인해 그 내식성 결과가 다르게 나타날 수 있다. 그 중 시험목적에 따라 전기화학적 분극 또는 임피던스 분광법(EIS)과 건조 및 습윤 등의 부식 환경 인자들을 적용한 복합부식시험(CCT) 방법은 근사한 대안으로 주목받고 있다. 하지만 이들 시험 또한 실제 부식 환경과는 여러 환경 및 요인들이 다르기 때문에 그 시험방법에 따라 목적하는 시험 결과가 상이하게 나타날 수 있어 해석-평가 하기에 종종 곤란을 갖는다. 이에 따라 최근에는 재현성이 우수하고 실제 부식 환경을 유사하게 모사할 수 있는 내식성 시험과 해석-평가에 대한 내용이 주요한 과제로 사료되고 있다. 본 연구에서는 다양한 내식성 코팅 강판소재들에 대하여 염수분무(SST), 복합부식(CCT), 갈바닉 시험, EIS 시험을 통하여 부식시험 종류 및 시험 환경, 코팅 소재 별 부식경향을 비교-분석하고자 하였다. 또한 이들 부식 진행과정에서는 미세구조관찰(SEM), 결정구조 분석(XRD) 및 원소조성 분석(EPMA)을 통해 다양한 조건에 따른 강판소재들의 부식경향을 비교-평가하고, 실제 환경과의 상관성 및 가속관계를 도출하고자 하였다.

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Characteristics of Creep Deformation Behavior of Granite under Uniaxial Compression (단축압축하중을 받는 대전 화강암의 크립 변형거동 특성에 관한 연구)

  • 홍지수;전석원
    • Tunnel and Underground Space
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    • v.14 no.1
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    • pp.69-77
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    • 2004
  • Investigation of the time-dependent behavior of rock and the associated mechanisms are of key interest in long-term stability analysis of many engineering applications. In this study, creep tests were performed on Daejeon granite samples of 25.4mm diameter under uniaxial compression at varying stress levels. The effect of moisture was investigated by testing both air-dried and fully water-saturated samples. The creep behavior of Daejeon granite exhibited three distinctive stages of primary, secondary and tertiary creep. The ultimate strength of granite under a constant stress decreased considerably with time. Saturation and immersion of the test specimen in water markedly increased the total creep strain as well as the secondary creep rate. The experimental creep curves are fitted to Burger's model as well as two other empirical models suggested by previous researchers. A number of the parameters determined for each model are dependent on stress and influenced by the presence of water. Based on the experimental results, an empirical relation between the applied stress and the time-dependent strain is established separately for each air-dried and fully water-saturated Daejeon granite.

Evaluation of Properties of Artificial Soil Aggregate Based on Ground Granulated Blast-Furnace Slag According to Unit Binder Content (단위결합재량에 따른 고로슬래그 기반 육성용 인공토양골재의 특성평가)

  • Mun, Ju-Hyun;Sim, Jae-Il;Yun, In-Gu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.20 no.5
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    • pp.85-92
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    • 2016
  • The eight mixes and artificial soil aggregates were prepared for evaluating the practical application of lightweight foamed concrete as soil aggregates. The main parameter was unit binder content ranged between from 100 to $800kg/m^3$. In lightweight foamed concrete, flow, slurry and dried density, and compressive strength at different ages were measured. In Artificial soil aggregates crushed from lightweight foamed concrete, particle size distribution, pH, coefficient of permeability, cation exchange capacity(CEC), and ratio of carbon to nitrogen(ratio of C/N), were measured. The test results showed that flow, slurry and dried density, and compressive strength at different ages of lightweight foamed concrete increased with the increasing of unit binder content. Compressive strength at age of 28, of lightweight foamed concrete with unit binder of more than $500kg/m^3$, was more than 4 MPa. The ammonium phosphate immersion time of more than age of 3, was effective to decrease pH of artificial soil aggregates. In addition, artificial soil aggregates was evaluated as high class in terms of cation exchange capacity(CEC), while satisfied with value of ratio of carbon to nitrogen(ratio of C/N) recommended by landscape specification.