• Title/Summary/Keyword: 가진 시험법

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BSR Test method for Vehicle Seat using Excitation and Operation Durability Test (차량 시트 가진 및 작동 내구 BSR 시험법 연구)

  • Choi, Hoil;Kang, Jaeyoung;Park, Junghee
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.4
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    • pp.2436-2441
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    • 2015
  • BSR noise from automobiles is largely issued in recent as an emotional quality. This study describes the two test methods for determining BSR noise occurred in automotive seat system. First, the sine sweep test is found to be an effective excitation method for determining BSR noise with high frequency. Second, BSR operation test is introduced in such a way that BSR noise during operation of seat height system is measured by several accelerometer at each 800 cycles until 6400 cycles. The periodic noise signal is captured during one cycle after many cycles of operation. Two test method presented in this paper can be analyzed more efficiently BSR noise of the seat.

Ground Vibration Test of KF- 16D (KF-16D 지상진동시험)

  • Byun, Kwan-Hwa;Park, Chan-Yik;Kim, Jong-Heon
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.33 no.5
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    • pp.41-49
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    • 2005
  • This paper discusses the test procedure, instrumentation, verification methodology and the results of the ground vibration test(GVT) performed on the KF-16D aircraft to estimate experimentally dynamic characteristics of the aircraft. The modal tests for 7 external store configurations were conducted to estimate effects of external stores on the aircraft vibration modes. To emulate free-free boundary conditions the test aircraft was mounted on its landing gear structure with deflated tires during the GVT. The airframe modal tests were done by burst random excitations with 6 to 8 shakers and about 200 accelerometers. Frequency response functions(FRFs) were measured for each test, and the FRFs were reduced and analyzed to identify the dynamic parameters interested. The analyses were carried out in two steps. To extract modal parameters such as, frequencies and damping ratios, the poly-reference least square complex exponential method was used in the time domain. The mode shape coefficients were estimated with the least squares frequency domain method to identify the vibration modes.

Ground Vibration Tests of SmartUAV Airframe Structure (스마트무인기 기체구조물 지상진동시험)

  • Jeon, Byoung-Hee;Kang, Hui-Won;Lee, Jung-Jin;Lee, Young-Shin
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.38 no.5
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    • pp.482-489
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    • 2010
  • This paper describes the test procedure, instrumentation, verification methodology and the results of the ground vibration test(GVT) and force vibration test(FVT) of the SmartUAV aircraft to estimate experimentally dynamic characteristics of the aircraft. Bungee cords are used to emulate free-free boundary conditions of the test aircraft. The SmartUAV is excited by three shakers and one-hundred frequency response functions(FRF's) is measured. The FRF's are reduced and analyzed to identify the dynamics parameters of the SmartUAV. To extract modal parameters of the SmartUAV such as, natural frequencies and damping ratios, the poly-reference least square complex exponential method is used in the time domain. The mode shape coefficients are estimated with the least squares frequency domain method to identify the vibration modes. The FVT was performed by fixed sine frequency with three shakers on the x, y and z direction and vibration characteristics of structures and detail equipments are measured.

고압 및 특고압 전력케이블의 절연진단 및 유지보수 관리방법 [3]

  • Kim, Bo-Gyeong;Mok, Yeong-Su;Lee, Gwan-U;Park, Dae-Hui
    • Electric Engineers Magazine
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    • v.257 no.1
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    • pp.15-20
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    • 2004
  • (4)내전압시험법의 동향 - 상용주파에 의한 내전압시험은 수트리 열화정도와 잔존파괴성능의 관계 및 수트리 진전속도등이 아직 명확해지지 않았지만, 전력케이블의 열화진단에 유용할 것으로 생각되며, 케이블 길이 가 긴 경우에는 전원용량 때문에 시험설비가 대형화되어지는 문제가 있다. 최근에는 교류내전압 시험과 동등한 능력을 갖고 건전케이블에 미치는 영향이 작고 시험설비가 작아질 수 있는 이점을 가진 감쇠진동파법, 초저주파법 등이 검토되고 있다.(중략)

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Fault Detection Method for Ceramic Cup by Pseudo Reverberation Time Based on Output Data by Impact Test (충격 시험의 출력 데이터에 기초한 유사잔향 시간을 이용한 도자기의 결함 탐지법)

  • Park Seok-Tae
    • The Journal of the Acoustical Society of Korea
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    • v.25 no.6
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    • pp.257-268
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    • 2006
  • To determine the faults of ceramic cup it is proposed to use pseudo reverberation time concept estimated by impact test in room. Schroeder curves estimated from impact test for a cup with small crack and without one are utilized to estimate pseudo reverberation time. Pseudo reverberation times are compared and discussed according to a sort of impact hammers and impact points and also boundary conditions. As a result. proposed method is proved to be very useful to detect the existence of faults for candidate cups.

Measuring Intrinsic Damping of Material with Acoustic method (음향학적 방법에 의한 물질의 고유감쇠 측정)

  • 정성수;이용봉;남효덕;신수현
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2004.05a
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    • pp.97-100
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    • 2004
  • 물질의 진동감쇠 특성을 평가하는 대표적인 시험법은 ISO 6721, ASTM E 756 등에서 찾아 볼 수 있다. 이들 규격에서는 비접촉 가진방법으로 전자석 시스템을 사용한다. 하지만 이와 같은 방법은 강판 단독으로의 시험은 간편하나 비자성체 물질이나 도료를 도포 할 경우, 별도의 금속판이 필요하다. 또한 그에 따른 금속판의 감쇠특성을 별도로 평가해야 되며, 접착제에 대한 영향도 고려해야 된다. 이에 대한 보완으로 음압가진 방법을 이용한 비접촉 가진을 강철과 플라스틱에 적용하였다. 실험결과, 강철과 플라스틱의 공진주파수에 따른 손실계수와 탄성계수는 전자석을 이용한 실험결과와 일치하였다.

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Development of a Practical Rutting Characterization Method for Bituminous Mixtures (아스팔트 콘크리트 혼합물의 소성변형시험 개발)

  • Kim, Nakseok
    • Journal of the Society of Disaster Information
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    • v.10 no.1
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    • pp.25-32
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    • 2014
  • The main objective of materials testing is to simulate in-situ field conditions as closely as possible, including loading conditions, climatic conditions, etc. Also, the test method should be easy, inexpensive, simple, and efficient to conduct to become an acceptable standard laboratory testing method for many agencies. Based on these reasons, a new test method employing repetitive axial loading with confinement was developed to evaluate the rutting(permanent deformation) of asphalt concrete. The new laboratory test protocol was developed based on the study of the various structural analysis and field data. This protocol divides asphalt layer(s) into three categories depending upon the depth. Different temperatures and vertical stress levels were used in these areas.

A Comparative Study on the Static and Dynamic Stiffness Evaluation Methods of Machine Tool Structure (공작기계 구조물의 정ㆍ동강성 평가방법에 관한 연구)

  • 최영휴;강영진;김태형;박보선
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2002.10a
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    • pp.46-50
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    • 2002
  • In other to evaluate the static and dynamic stiffness of machine tool structure, the accuracy and error from experimental methods are studied in this paper. The F.E.M., impulse tests and exciter tests are performed for the general simple structure whose exact solution can be obtained. So that the parameter and dynamic compliance can be got. From the result, the variation of natural frequency can be verified from the static preload. Further more the relationship of identify and difference for compliance and direction is presented in the exciting direction and measurement direction.

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The Ground Vibration Test on an Aircraft and FE Model Update (항공기 지상 진동 시험 및 동특성 모델의 개선)

  • 유홍주;변관화;박금룡
    • Journal of KSNVE
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    • v.8 no.4
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    • pp.690-699
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    • 1998
  • This paper discusses the techniques, procedures and the results of the ground vibration test(GVT) performed on the development aircraft and the simple procedure of FE model updating technique from the GVT results. The GVT was carried out using random excitation technique with MIMO(Multi-Input-Multi-Output) data acquistion method, and taking full advantage of poly-reference global parameter estimation technique to identify the vibration modes. In dynamic FE modeling, the aircraft was represented by beam elements and all dynamic analysis was performed using MSC/NASTRAN for this model. In updating procedure, the stiffness of the beam model was adjusted iteratively so as to get the natural frequencies and mode shapes close to the GVT results.

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Theory and Practice in the Tensile Strength Test for Split Ring Shaped Rock Specimen (터진고리 형태의 암석시편에 대한 인장강도 시험의 이론과 실제)

  • Choi, Byung-Hee;Lee, Youn-Kyou;Park, Chan;Park, Chulwhan
    • Explosives and Blasting
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    • v.38 no.1
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    • pp.30-37
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    • 2020
  • In this study the split ring (SR) test was investigated for its applicability to the measurement of the tensile strength of rock specimen of NX size. The concept of the SR test is the same as the half ring (HR) test (Choi et al., 2019) except that the expected fracture plane is perpendicular to the loading direction. Because of this perpendicularity, however, it was believed that the SR test could be more accurate than the HR test. Like the HR specimen, the SR specimen is a curved prismatic bar with a uniform section. Appealing to a basic bending theory in strength of materials, the tensile strength for the special bar can be calculated analytically. Numerical simulations using LS-DYNA revealed, as expected, that the strength errors were 1% and 5% for the tensional and compressional SR tests, respectively, which were much lower than that (12%) of the HR test. To identify the performance of the two SR tests, laboratory experiments were conducted. The HR and Brazilian tests were also performed for comparison. The experiments showed that the ratios of the tensional and compressional SR to Brazilian strengths were 1.2~1.4 and 1.1~1.2, respectively, which are too small compared to empirical values in ordinary bend tests. Consequently, it is concluded that the SR test is not appropriate for use in tensile strength test of rock specimen of NX size. But the ratio of the HR to Brazilian strengths was within 1.7~2.0 for both the previous and present studies, showing a good consistency in their test results.