• 제목/요약/키워드: Test Point

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승용차의 도로면 소음 평가를 위한 시험절차 고찰 (A Test Procedure for Road Noise Evaluation)

  • 조영호;고강호;허승진;국형석;김찬묵;기지현;최윤봉
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 춘계학술대회논문집
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    • pp.980-985
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    • 2002
  • Several tests are performed to evaluate road booming noise. Baseline test delivers the information of road noise characteristics. Coupling effect between structure and acoustics is obtained from the mode shapes and the natural frequencies by the modal test. Equivalent stiffness at joint areas between chassis and car-body system can be determined by the input point inertance test. Noise sensitivity of body mounting point of a chassis part can be obtained from the noise transfer function test with input point inertance test. Operational deflection shape makes us analyze the actual vibration modes of the chassis system under actual loading and find noise sources very easily. finally, the transfer function analysis is used to identify noise paths through the chassis system. However, all of the tests above mentioned must be performed to evaluate road booming noise. The objectives and the procedures of the tests are described in this paper. Also, the guideline for efficient road noise evaluation test can be found.

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탄소섬유/에폭시 면재, 알루미늄 허니컴 코어 샌드위치 복합재 구조의 압입 손상에 의한 잔류강도 연구 (A Study on Residual Strength of Carbon/Epoxy Face Sheet and Honeycomb Core Sandwich Composite Structure after Quasi Static Indentation Damage)

  • 공창덕;박현범;이승현
    • Composites Research
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    • 제22권2호
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    • pp.24-29
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    • 2009
  • 본 연구에서는 알루미늄 허니컴 코어와 카본 면재가 적용된 샌드위치 복합재 구조에 대해 준정적 압입 손상 이후의 잔류 강도 평가에 대한 연구를 수행하였다. 3점 굽힘 시험과 압축 시험을 통해 시편의 강도를 확인하고 시편에 손상을 모사하기 위하여 준정적 압입 손상을 가하였다. 손상된 시편을 손상 전 시편과 동일한 시험을 통해 손상 전의 강도와 비교하였다. 압입 손상 이후 압축 강도와 굽힘 강도는 압입 깊이의 증가에 따라 강도가 감소하였고 손상 단계에 따른 잔류 강도 정도를 확인하였다.

Testing Procedure for Scale Shift at an Unknown Time Point

  • Song, Il-Seong
    • Communications for Statistical Applications and Methods
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    • 제3권1호
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    • pp.21-27
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    • 1996
  • A testing procedure is considered to the problem of testing whether there exists a shift in scale at an unknown time point whem a fixed number of observations are drawn successively in time. A test statistic based on squared ranks test for equal variances is suggested and its aymptotic distrbution is dereived. Small sample power comparisons are performed.

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검사법의 비교연구로 살펴본 천골변위 증례보고 (Case Report of Sacrum Malposition Analysed by Relative Research of Test)

  • 김규섭;강우진;문익렬;박재성;전준현;정원춘;허수영
    • 척추신경추나의학회지
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    • 제10권1호
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    • pp.129-137
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    • 2015
  • Objectives : The purpose of this study is to find out the relation between Orthopedic Test of sacroiliac joint and two Sacrum Malposition Tests. Methods : We investigated 56 cases of patients who complained of unilateral sacroiliac joint pain and were diagnosed as sacrum malposition. We used Gaenslen's Test, Sacroiliac Resisted Abduction Test and Patric's Test as Orthopedic Test for pain area, while used Thompson's Sacrum Test and Greenman's 4 Point Test for diagnosis of sacrum malposition. Results : P-value was 0.511 between Thompson's Sacrum Test and Greenman's 4 Point Test within negative Orthopedic Test, and was 0.523 within positive Orthopedic Test(p>0.05) Conclusions : The results suggested that the Thompson's Sacrum Test was not statistically correlation with Greenman's 4 Point Test within negative Orthopedic Test, and was not correlated within positive Orthopedic Test.

대형 보형 실험체의 다점 다하중 가력을 위한 실험장치 구성에 관한 연구 (A Study on Composing the Structural Test Equipment of Large Scale Beam Type Test Specimen to Load Multiple Point and Capacity)

  • 박동수;이경진;함경원
    • 한국구조물진단유지관리공학회 논문집
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    • 제15권1호
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    • pp.189-197
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    • 2011
  • 구조실험에서 정확성과 효율성을 높이기 위해서는 적절한 실험장치를 적용하는 것은 중요한 요소이다. 특히, 대규모의 구조 실험에서 적절한 실험장치는 비용과 시간을 절감할 수 있다. 액츄에이터와 유압잭 및 UTM은 실험체의 휨 능력을 평가하는 데 일반적으로 적용되고 있다. 그러나, 대규모 실험체에서 다점 다하중 가력하중이 적용되어야 하는 경우에는 기존의 UTM 등을 이용하는 실험방법은 정확한 하중을 가력하기에 어려움이 많다. 이를 해결하기 위하여 본 연구에서는 실험결과의 정확성과 효율성을 높이기 위하여 기존의 실험장치로 조합된 새로운 방법을 개발하였다.

단상 MJ81 전기선로전환기 국산품의 현장설치시험 (The Site Installation Test of Single-Phase MJ81 Switch Point Machine Localization)

  • 백종현;김용규
    • 한국산학기술학회논문지
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    • 제10권12호
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    • pp.3632-3637
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    • 2009
  • 본 논문에서는 단상 MJ81 전기선로전환기의 실용화를 위해 요구되는 현장설치시험을 수행한 결과를 기술하고 있다. 이러한 단상 MJ81 전기선로전환기는 경부고속철도 건설시에 프랑스 알스톰 및 코지프로부터 기술이전 받아 국산화한 3상 MJ81 전기선로전환기를 단상 220V를 사용하고 있는 국내 기존선에서도 선로 연변 전원설비의 변경 없이도 사용할 수 있도록 구동부의 성능 개선을 통해 공인인증시험을 통과한 제품이다. 한국철도기술연구원 및 삼성 SDS에서는 기존철도기술개발사업을 통해 기존선의 속도 및 안전성 향상을 위해 단상 MJ81 전기선로전환기를 국산화 하였으나 이의 실용화를 위해서는 연동장치와의 인터페이스 시험 뿐 아니라 실제 선로에서의 현장설치시험을 통해 성능을 입증하여야 한다. 본 논문에서는 이러한 시험을 진행한 과정과 함께 현장설치시험의 결과 분석을 통해 국산품인 단상 MJ81 전기선로전환기의 실용성을 입증하였으며, 입증된 결과를 바탕으로 2009년 2월 한국철도시설공단의 물량을 수주하여 현재 설치 중이다.

반주기 변조된 송신파형과 대지전위 측정을 이용한 지중 케이블 누전 고장점 탐지 시스템 (Electric Leakage Point Detection System of Underground Power Cable Using Half-period Modulated Transmission Waveform and Earth Electric Potential Measurement)

  • 전정채;유재근
    • 전기학회논문지
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    • 제65권12호
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    • pp.2113-2118
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    • 2016
  • The precise detection of electric leakage point of underground power cable is very important to reduce cost and time of maintenance and prevent electric shock accident through expedite repair of electric leakage point. This paper proposes a electric leakage point detection system underground power cable using of half-period modulated transmission waveform and earth electric potential measurement. The developed system is composed of transmitter to generate the wanted pulse waveform, receiver to measure and display earth electric potential by the transmitted pulse in electric leakage point and PC Software program to display of GPS coordinate on detection cable line. The performance of the electric leakage point detection system was tested in the constructed underground cable leakage detection test bed. The test results on signal generation voltage precision of signal transmitter, mean detection earth voltage, mean detection leakage current and electric leakage point detection error showed the developed system can be used in electric leakage point detection underground power cable.

건설현장 3차원 점군 데이터 정합 정확성 향상을 위한 중첩비율 분석 (Analysis of overlap ratio for registration accuracy improvement of 3D point cloud data at construction sites)

  • 박수열;김석
    • 한국BIM학회 논문집
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    • 제11권4호
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    • pp.1-9
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    • 2021
  • Comparing to general scanning data, the 3D digital map for large construction sites and complex buildings consists of millions of points. The large construction site needs to be scanned multiple times by drone photogrammetry or terrestrial laser scanner (TLS) survey. The scanned point cloud data are required to be registrated with high resolution and high point density. Unlike the registration of 2D data, the matrix of translation and rotation are used for registration of 3D point cloud data. Archiving high accuracy with 3D point cloud data is not easy due to 3D Cartesian coordinate system. Therefore, in this study, iterative closest point (ICP) registration method for improve accuracy of 3D digital map was employed by different overlap ratio on 3D digital maps. This study conducted the accuracy test using different overlap ratios of two digital maps from 10% to 100%. The results of the accuracy test presented the optimal overlap ratios for an ICP registration method on digital maps.

A TRIPLE MIXED QUADRATURE BASED ADAPTIVE SCHEME FOR ANALYTIC FUNCTIONS

  • Mohanty, Sanjit Kumar
    • Nonlinear Functional Analysis and Applications
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    • 제26권5호
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    • pp.935-947
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    • 2021
  • An efficient adaptive scheme based on a triple mixed quadrature rule of precision nine for approximate evaluation of line integral of analytic functions has been constructed. At first, a mixed quadrature rule SM1(f) has been formed using Gauss-Legendre three point transformed rule and five point Booles transformed rule. A suitable linear combination of the resulting rule and Clenshaw-Curtis seven point rule gives a new mixed quadrature rule SM10(f). This mixed rule is termed as triple mixed quadrature rule. An adaptive quadrature scheme is designed. Some test integrals having analytic function integrands have been evaluated using the triple mixed rule and its constituent rules in non-adaptive mode. The same set of test integrals have been evaluated using those rules as base rules in the adaptive scheme. The triple mixed rule based adaptive scheme is found to be the most effective.

이미지 상관법을 이용한 3 점 굽힘 시험 계측 프로그램 개발 관한 연구 (Study on the Development of the Digital Image Correlation Measurements Program for Measuring the 3-Point Bending Test)

  • 최인영;강영준;홍경민;고광수;김성종
    • 한국정밀공학회지
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    • 제31권10호
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    • pp.889-895
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    • 2014
  • Machine parts and structures of a change in the displacement and strain can be evaluated safety is one of the important factors. Typically the strain gauge has been employed to measure the displacement and strain. However, this contact-type measurement method has disadvantages that are not measured under condition of specific object shape, surface roughness and temperature. In particularly, 3 point bending and 4 point bending test not use strain gauge. So its test used cross head displacement and deflect meter. Digital Image Correlation measurement methods have many advantages. It is non contact-type measurement method to measure the object displacements and strain. In addition, it is possible to measure the Map of full field displacements and strain. In this paper, measured the 3 point bending deflection using the Digital Image Correlation methods. In order to secure the reliability, Digital Image Correlation method and universal test machine were compared.