• 제목/요약/키워드: Inclination test

검색결과 313건 처리시간 0.026초

PREDICT10N OF THE ONSET OF SLUG FLOW IN NEARLY HORIZONTAL AIR-WATER COUNTERCURRENT FLOW

  • Yu, Seon-Oh;Chun, Moon-Hyun;Kim, Yang-Seok
    • 한국원자력학회:학술대회논문집
    • /
    • 한국원자력학회 1997년도 춘계학술발표회논문집(1)
    • /
    • pp.368-373
    • /
    • 1997
  • The transition from a statified wavy to a slug flow has been analyzed considering the mechanistic forces acting on the wave crest in a nearly horizontal air-water countercurrent flow. To verify the results of the analysis, a series of experiments have been performed changing the inclination angle of the test section. Comparisons of the theoretical predictions with experimental data show a good agreement and the results show that the present model gives similar results of Taitel and Dukler's in the case of inclined pipes. However, at high superficial liquid velocity, the results of present work agree more closely with data than that of Taitel and Dukler's. Also, predictions of the present model gives a very close agreement with the experimental data for various tube sizes obtained by others.

  • PDF

FRP 판용 쐐기형 정착구의 개발 (Development of Wedge-Type Mechanical Anchor for FRP Plate)

  • 조정래;박영환;박종섭;유영준;정우태;김철영
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
    • /
    • pp.80-83
    • /
    • 2004
  • The FRP plate or sheet bonding technology was widely used for strengthening deficient RC structures. The strengthened structure using FRP bonding scheme, however, experience the complex interfacial behaviour which is difficult to predict. Therefore, the unbonded scheme using some anchorage device can be is an alternative for more reliable design. In this study, wedge-type anchor for FRP plate is developed for the unbonded flexural strengthening scheme. Some parameter study using 2D finite element method is performed. The analysis parameters are taken as wedge-guide friction coefficients, wedge- FRP ,.friction coefficient and wedge inclination angle. Based on the parameter study, more efficient anchors are designed and tested. The test result show that the developed anchor assure about $80\%$ FRP strength, which is higher performance than typical bonding scheme. Last, 3D finite element analysis is performed.

  • PDF

고인성 섬유보강 복합체 내에서 폴리프로필렌 섬유의 계면 부착성능 (Interfacial Properties of Polypropylene Fiber in High Performance Fiber Reinforced Cement Composites)

  • 한병찬;전에스더;박완신;이영석;복산양;윤현도
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
    • /
    • pp.108-111
    • /
    • 2004
  • The polypropylene(PP) fiber is poised as a low cost alternative for reinforcement in structural applications in comparison with other high performance fibers, such as the polyvinyl-alcohol(PVA), polyethylene, carbon and aramid fiber. The mechanical properties of the composite are strongly determined by the interfacial behavior of fiber and cementitious matrix. The crack bridging mechanism contribute to composite toughness from activation of the fiber-matrix interface where energy is dissipated through debonding of the interface and fiber pullout. In this study, therefore, the pullout behavior of PP fibers is investigated. Experimental work includes the investigation of the interfacial properties, and the composite property. The quantification of interfacial properties, the frictional bond is achieved through single fiber pullout test. A study on the effect of inclination angle on fiber pullout behavior is also conducted.

  • PDF

잠두(Vicia faba L)가 생산하는 Brassinisteroid 활성물질 (Brassinosteroid-like Substances in Immature Vicia faba L seeds)

  • 박근형;현규환
    • Applied Biological Chemistry
    • /
    • 제30권1호
    • /
    • pp.54-59
    • /
    • 1987
  • 미숙잠두 종자의 추출물을 silica gel chromatography, Sephadex LH-20 chromatography, TLC, 역, 순상의 HPLC 등에 의해 분획정제하여 BR 활성물질을 한국산 벼를 이용한 생물검정법에 의해 검색한 결과, 2종의 BR의 존재가 인정되었으며, BR 보다 분자량과 극성이 작은 물질의 존재가 시사되었다.

  • PDF

A treatise on irregular shaped concrete test specimens

  • Gorkem, Selcuk Emre
    • Computers and Concrete
    • /
    • 제16권1호
    • /
    • pp.179-190
    • /
    • 2015
  • An experimental program has been carried out to investigate the effect of edge-slope on compressive strength of concrete specimens. In this study, effect of such slope was investigated by testing 100 standard cylinder specimens and 40 standard cubes. When molds are put on a slanted place, wet concrete starts to flow through the open end of mold. It keeps flowing until it reaches to a parallel surface with the place over which it was placed. That creates a sloped surface over the loading area. Experimental results revealed significant relationships between failure loads and slope of loading surface for cylinders. Angled cracks occurred in sloped cylinder specimens. Tension cracks occurred in cube specimens. Fracture mechanisms were also evaluated by using finite element analyses approach. Experiments yielded an exponential curve with bandwidth for cylinders. Average value of curve is $y={\frac{\pi}{2}}e^{-cf}$ between slope and compressive strength. Inclination is much effective parameter for cylinders than cubes.

A Mathematical Model Simulating A Grain-Straw Separation Process in an Axial-Flow Separator

  • Lee, Seung-Kyu-;Kim, Sung-Tae-;Park, Kyu-hong-
    • 한국농업기계학회:학술대회논문집
    • /
    • 한국농업기계학회 1993년도 Proceedings of International Conference for Agricultural Machinery and Process Engineering
    • /
    • pp.676-685
    • /
    • 1993
  • A mathematical model was developed to quantify the separation process of threshed grain-straw mixtures. It was made to predict the separation loss from a separation unit consisted of stationary crimped sieve with rotating inner rotor. Experiments were performed to prove the mathematical model by changing various levels of pertinent variables for rice. Good Agreement between the simulated results and observed data under the various test conditions, such as inclination angle of the separator, vane pitch, rotor speed, MOG/G ratio, feed rate, and crop variety and moisture content, were confirmed.

  • PDF

웹기반 이러닝 멀티에이전트 시스템 (An Intelligent Web based e-Learning Multi Agent System)

  • 조영임
    • 한국지능시스템학회논문지
    • /
    • 제17권1호
    • /
    • pp.39-45
    • /
    • 2007
  • 이 논문에서는 멀티에이전트 기반 지능형 웹기반 이러닝 시스템을 구현하였다. 이 시스템 구현을 위해 사용자들의 취향검사를 수행하였고, 결과 사용자 그룹에 맞는 적절한 이러닝 커뮤니티를 형성하였다. 제안하는 시스템인 IMAS는 신경회로망에 의해 이러닝 커뮤니티를 학습하였고, 새로운 분산기반 멀티에이전트 프레임워크를 이용하여 에이전트를 생성한다.

편측성(片側性) 순렬(脣裂) 및 구개렬환자(口蓋裂患者)의 안면형태(顔面形態)와 성장(成長)에 관(關)한 연구(硏究) (Facial Morphology and Growth in Unilateral Cleft Lip and Palate Patients)

  • 양원식
    • 대한치과교정학회지
    • /
    • 제14권1호
    • /
    • pp.7-13
    • /
    • 1984
  • A roentgeno cephalometric comparative study was undertaken to reveal significant differences of craniofacial morphology and growth between unilateral cleft lip and palate and normal individuals. The material for this study consisted 32 subjects with repaired unilateral cleft lip and palate (27 male, 5 female) and 44 normal subjects (22 male, 22 female). The analysis was performed by Coben's method and the measurements were compared by Student's t-test. The following conclusions were obtained. 1. In the UCLP subjects there is definite decrease in midfacial growth, so they showed concave profile. 2. The ramus inclination angle and AR-GO of UCLP subjects are larger than normal subjects. 3. The craniofacial height of UCLP subjects is smaller than normal subjects, especially in midface. 4. The lower part of craniofacial height of UCLP subjects is larger than normal subjects.

  • PDF

EVA Powder 개질 고강도 콘크리트의 초기강도 및 수밀특성 (Early Strength and Properties of EVA Powder Modified High Strength Concrete)

  • 김영익;성찬용
    • 한국농공학회:학술대회논문집
    • /
    • 한국농공학회 2005년도 학술발표논문집
    • /
    • pp.123-127
    • /
    • 2005
  • EVA Powder modified high strength concretes were prepared by varying polymer/binder mass ratio with a constant water/binder mass ratio of 0.3. The effect of EVA powder on the slump, hydration heat, compressive and flexural strength, toughness and water absorption ratio was studied. In hydration heat test, temperature of hydration reaction displayed almost fixed level regardless of containing rate of EVA powder, but peak time of hydration reaction displayed late inclination as containing rate of powder increases. With the same water/binder mass ratio, the compressive strength and water absorption of EVA powder modified concretes decreased slightly when EVA powder was added and the flexural strength of EVA powder modified concretes rised slightly when EVA powder was added. Also, the toughness of the modified concretes can be improved markedly. The interpenetrating structure between the polymeric phase and cement hydrates formed at a $2{\sim}6%$(containing rate of EVA powder). The properties of the polymer modified concretes were influenced by the polymer film, cement hydrates and the combined structure between the organic and inorganic phases.

  • PDF

상재하중 하의 Soil Nailing System의 모형실험 (Model Tests of Soil Nailing System under Surcharges)

  • 유남재;유건선;김재일
    • 산업기술연구
    • /
    • 제14권
    • /
    • pp.77-87
    • /
    • 1994
  • This research is an experimental work of investigating the behavior of soil nailing system under surcharges whereas most of them were concentrated on evaluating its capacity under selfweight of excavated ground. Model tests in laboratory were performed to investigate the ultimate bearing capacity of soil nailing system under surcharges in forms of strip loading. Tests were carried out to find parameters controlling its capacity such as length of nail, vertical and horizontal spacings between nails, inclination of nail installation, and loading position of surcharges. Failure mechanism of forming failure line due to surcharge to soil nailing system was also observed by using dyed sand and monitoring its behavior. From results of these test, effects of parameters was analyzed qualitatively. Thus, this experimental results could provide meaningful data to analyze and design this system later.

  • PDF