• 제목/요약/키워드: scaled test

검색결과 698건 처리시간 0.028초

Damage Detection in Lab-Scaled Underwater PVC Pipes Using Cylindrical Lamb Waves

  • Woo, Dong-Woo;Na, Won-Bae
    • 비파괴검사학회지
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    • 제31권3호
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    • pp.271-277
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    • 2011
  • This study presents a nondestructive test for underwater PVC pipes. To use guided ultrasonic waves, specially denoted by cylindrical Lamb waves, a test setup was made in a water tank using the pitch and catch mode and specimens were made to give artificial cutouts located in the circumferential direction of the pipes. Total three states of damaged levels were considered to see how the guided waves interact with the defects. For the experimental adjustments, three different pipe diameters (60, 90, 114 mm) were tested, and two factors - incident angle (10 and $40^{\circ}$) and distance (50 and 200 mm) - were tried. From the results, regardless of the diameters and two experimental factors, it is shown that the degrees of defects were recognized through amplitude and arrived time of the very first part of the received cylindrical Lamb waves. Between amplitude and arrived time, it is found that the amplitude gives more sensitive results.

급속 시공을 위한 일체형 프리캐스트 바닥판의 구조성능 평가 (Evaluation of structural performance in integrated precast decks for a rapid construction)

  • 이상열
    • 복합신소재구조학회 논문집
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    • 제6권3호
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    • pp.14-19
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    • 2015
  • In this study we developed an integrated precast concrete decks for a rapid construction. The structural performance in the integrated precast bridge decks is evaluated by real-scale test bed and detailed finite element analyses. The numerical analysis results were compared with the experimental data from a real-scaled single-span precast/prestressed concrete bridge decks under truck loading. Parametric studies are focused on the various effects of external loads on the structural behavior for different locations and measuring points on the precast bridge decks. The assessment in this study indicates that the integrated precast bridge decks show an excellent structural performance as expected.

대규모 현장용 콘크리트 품질관리 현황 검토 (A Review on the Quality Control Status of Cast-in-place Concrete for Large Scale Field)

  • 문형재;이상현;김정진;박순전;이주호;고주환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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    • pp.455-456
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    • 2010
  • 본 연구는 5000세대 이상 대규모 아파트 현장에서 사용되는 현장 타설 콘크리트의 효율적인 품질관리를 위해 동일 배합규격에 대하여 35개 레미콘 공장별 B/P TEST를 실시하여 굳지않은 특성 및 경화 특성을 검토한 것이다.

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RC기둥의 내진성능평가를 위한 재료비선형 상사법칙 (Similitude Law on Material Non-linearity for Seismic Performance Evaluation of RC columns)

  • 이도근;오정환;조재열
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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    • pp.119-120
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    • 2010
  • 최근 국내에서 내진성능평가를 위한 실험 시 구조물의 크기, 실험장비의 성능 등 여러 가지 제약여건을 극복하고자 축소모형을 통하여 유사동적실험과 진동대실험을 수행하고 있지만 상사법칙에 관한 연구는 미비한 실정이다. 이에 대해 경제성과 신뢰성을 갖는 적절한 상사법칙을 제안하고자 한다.

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스마트 무인기 TR-S2 형상의 정적 풍동시험 (Static Wind Tunnel Test of Smart Un-manned Aerial Vehicle(SUAV) for TR-S2 Configuration)

  • 최성욱;조태환;정진덕
    • 대한기계학회논문집B
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    • 제29권6호
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    • pp.755-762
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    • 2005
  • To evaluate the aerodynamic efficiency of TR-S2 configuration designed by SUDC, wind tunnel tests of $40\%$ scaled model were done in KARI LSWT. The aerodynamic characteristics of plain and Semi-Slotted Flaperon were compared, and vortex generators were installed to improve flow pattern along the wing surface. Effects of the control surface such as elevator, rudder, aileron, and incidence angle of horizontal tail are measured for various testing conditions. Test results showed that Semi-Slotted Flaperon produced more favorable lift, lift/drag, and stall margins and application of vortex generator would be best choice to enhance wing performance. Longitudinal, lateral and directional characteristics of TR-S2 were found to be stable for the pitch and yaw motions.

Clustering Techniques for XML Data Using Data Mining

  • Kim, Chun-Sik
    • 한국전자거래학회:학술대회논문집
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    • 한국전자거래학회 2005년도 e-Biz World Conference 2005
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    • pp.189-194
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    • 2005
  • Many studies have been conducted to classify documents, and to extract useful information from documents. However, most search engines have used a keyword based method. This method does not search and classify documents effectively. This paper identifies structures of XML document based on the fact that the XML document has a structural document using a set theory, which is suggested by Broder, and attempts a test for clustering XML document by applying a k-nearest neighbor algorithm. In addition, this study investigates the effectiveness of the clustering technique for large scaled data, compared to the existing bitmap method, by applying a test, which reveals a difference between the clause based documents instead of using a type of vector, in order to measure the similarity between the existing methods.

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A Practical Estimation of Static Stability of a Hovercraft

  • Park, Sun-Ho;Heo, Jae-Kyung;Yu, Byeong-Seok
    • Journal of Ship and Ocean Technology
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    • 제10권3호
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    • pp.27-35
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    • 2006
  • The static stability of a high-speed hovercraft is estimated by model tests, simplified restoring moment equations and CFD. Well-known methods to increase the stability of hovercrafts are introduced. Roll and pitch moments of a scaled model with a skirt system are measured over inclination angles. The tests are performed on cushion at zero speed both on-land and over-water. To predict the static stability performance, simple restoring moment equations and CFD approach are introduced. Both shows a quantitative difference from the model test results, however, could be used as a design tool for relative comparison prior to model tests.

TRACE V5 CODE APPLICATION DVI LINE BREAK LOCA USING ATLAS FACILITY

  • Veronese, Fabio;Kozlowsk, Tomasz
    • Nuclear Engineering and Technology
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    • 제44권7호
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    • pp.719-726
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    • 2012
  • The object of this work is the validation and assessment of the TRACE v5.0 code using the scaled test ATLAS1 facility in the context of a DVI2 line break. In particular, the experiment selected models the 50%, 6-inch break of a DVI line. The same experiment was also adopted as a reference test in the ISP-503. The ISP-50 was proposed to, and accepted by, the OECD/NEA/CSNI due to its technical importance in the development of a best-estimate of safety analysis methodology for DVI line break accidents. In particular, the behavior of the two-phase flow in the upper annulus downcomer was expected to be complicated. What resulted was the need for relevant models to be implemented into safety analysis codes, in order to predict these thermal hydraulic phenomena correctly.

Pseudo-dynamic실험에 의한 원형충진 RC 교각의 내진거동 (Seismic Performance of Circular Reinforced Concrete Bridge Piera By Pseudo-Dynamic Test)

  • 조창백;소진호;빅종협;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.464-469
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    • 2000
  • Since the occurrence of 1995 Kobe earthquake, there have been much concern about seismic design for various infrastructures, inclusive of bridge structures. This research aims at evaluating the seismic performance of the existing R/C bridge piers, which were nonseismically or seismically designed in accordance with the provision of Korea Highway Design Specification. Further experimental investigations have been doing to figure out the retrofitting effects of nonseismic R/C bridge piers confined with glass fiber at the plastic hinge zone. Pseudo-dynamic tests have been carried out in nine scaled R/C column specimens to investigate their hysteretic behavior under earthquake loading. Test parameters are axial load, input ground motion confinement steel ratio, glass fiber and etc.

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5MW급 해상풍력 Sub-structure Jack-up Platform 수조모형시험 (Ocean Engineering Basic Test for 5MW Offshore Wind Turbine Sub-structure Jack-up Platform)

  • 전정도;전언찬
    • 한국기계가공학회지
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    • 제12권1호
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    • pp.15-21
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    • 2013
  • The safety and stability of 5MW class offshore wind turbine Jack-up platform was investigated through ocean basin experiment. For simulating the environmental condition of yellow sea in the South Korea, diverse waves, winds and currents were performed based on Froude's number. Regular wave and irregular wave based on Froude's number were applied to the wind turbine structure. In experiments, the height and period of regular wave type were scaled down as the 1:50 ratio of real wave condition. Irregular wave type was simulated with TMA(Texel Storm, Marsen and Arsloe)spectrum. The vertical reaction force, resonance period and wave pressure applied to multi-supporters of wind offshore structure were measured experimentally. Finally, the results showed that the capsizing situation of the offshore structure was generated by the severe environmental condition.