• Title/Summary/Keyword: Ultrasonic nondestructive test

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Development of MFL Testing System for the Inspection of Storage Tank Floor (저장탱크 바닥면 검사를 위한 누설자속 탐상 시스템 개발)

  • Won, Soon-Ho;Cho, Kyung-Shik;Lee, Jong-O;Chang, Hong-Keun;Joo, Gwang-Tae
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.1
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    • pp.38-44
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    • 2002
  • MFL method is a qualitative inspection tool and is a reliable, fast and economical NDT method. The application of MFL method to the inspection of storage tank floor plates has been shown to be a viable means. Examination of tank floors previously depended primarily upon ultrasonic test methods that required slow and painstaking application. Therefor most ultrasonic inspection of storage tank has been limited to spot testing only. Our NDE group have developed magnetic flux leakage system to overcome limitation of ultrasonic test. The developed system consists of magnetic yoke, array sensor, crawler and software. It is proved that the system is able to detect artificial flaw like 3.2mm diameter, 1.2mm depth in 6mm thick steel plate.

Prediction Formulas for Nondestructive Strength of Quartzite Aggregate Concrete (규암 골재를 사용한 콘크리트 구조물의 재령에 따른 비파괴강도 추정식)

  • Oh, Byung-Hwan;Kim, Dong-Wook;Lee, Seung-Suk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.5 no.2
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    • pp.137-146
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    • 2001
  • The non-destructive tests are widely used to predict the strength of existing structures. The purpose of the present study is to propose the prediction equations for strength evaluation of concrete structures. The present study focuses on the rebound method and ultrasonic pulse velocity method for quartzite aggregate concrete. The major test variables include the water-cement ratio and curing methods. The water-cement ratio are 0.4, 0.5, 0.6, 0.7, respectively and the curing method covers ail-dry condition and standard curing condition. The prediction equations for strength of concrete are proposed from the present test data.

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Fracture Behavior Analysis in CFRP Specimens by Acoustic Emission and Ultrasonic Test (음향방출 및 초음파시험을 이용한 CFRP 시험편의 파괴 거동 해석)

  • Ahn, Seok-Hwan;Nam, Ki-Woo
    • Journal of the Korean Society for Nondestructive Testing
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    • v.21 no.3
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    • pp.251-260
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    • 2001
  • Damage Profess of CFRP laminates under monotonic tensile test was characterized by the correlation between Acoustic Emission(AE) and Ultrasonic Test(UT). The amplitude distribution of AE signal from a specimens is an aid to the determination of the extent of the different fracture mechanism such as matrix crack, debonding, fiber pullout and fiber fracture as load is increased. In addtion, the characteristics of ultrasonic amplitude attenuation are useful lot analysis of the different type of fracture mechanism. Different orientation of carbon fiber reinforced plastic specimens were used to investigate the AE amplitude range and ultrasonic amplitude attenuation. Finally, loading-unloading tests were carried out to check Felicity effect. During the tests, ultrasonic amplitude attenuation was investigated at the same time and compared with AE parameters. The result showed that two parameters of both AE and UT could be effectively used for analysis of fracture mechanism in CFRP laminates.

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A Study of the Couplant Effects on Contact Ultrasonic Testing

  • Kim, Young-H.;Song, Sung-Jin;Lee, Sung-Sik;Lee, Jeong-Ki;Hong, Soon-Shin;Eom, Heung-Seop
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.6
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    • pp.621-626
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    • 2002
  • The amplitude of a back-wall echo depends on the reflection coefficient of the interface between a transducer and a test material when using contact pulse-echo ultrasonic testing. A couplant is used to transmit ultrasonic energy across the interface, but has an influence on the amplitude of the pulse-echo signal. To investigate the couplant effect on pulse-echo ultrasonic testing, back-wall echoes are measured by using various couplants made of water and glycerine in a carbon and austenitic stainless steel specimens. The amplitude of the first back-wall echo and the apparent attenuation coefficient increases with the acoustic impedance of the couplant. The couplant having a higher value of the transmission coefficient is more effective for flaw detection. The reflection coefficient should be known in order to measure the attenuation coefficient of the test material.

A Study on the Nondestructive Test Method for Adhesively Bonded Joint in Motor Case Assembly (연소관 조립체의 접착 체결부에 대한 비파괴 시험 방법 연구)

  • Hwang, Tae-Kyung;Lee, Sang-Ho;Kim, Dong-Ryun;Moon, Soon-Il
    • Journal of the Korean Society for Nondestructive Testing
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    • v.26 no.5
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    • pp.343-352
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    • 2006
  • In the present paper, the nondestructive test method was suggest to establish the bonding status of a motor case assembly composed of a steel motor case, adiabatic rubber layer and an ablative composite tube with strain data, AE(acoustic emission) signals and UT(ultrasonic test) data. And, finite element analysis was conducted to verify quantitatively the bonding status of motor case assembly under inner pressure loading. The bonding status could be judged whether the bonding status is perfect or contact condition by the data correlation study with AE signals and strain data measured from air pressure test. And, to classify the bonding status of motor case and rubber layer among bonding layers, UT method was also applied. From this study, the bonding status could be classified and detected into fourth types for all bonding layers as follows: (1) initial un-bonding, (2) perfect do-bonding during an air pressure test, (3) partially de-bonding during an air pressure test, and (4) perfect bonding.

Inspection of A Deteriorated Bridge Pier Cap Using Common Nondestructive and Destructive Test (파괴 및 비파괴 검사를 이용한 노후 교량의 교각 두부 조사)

  • Kim, Tae Wan;Hong, Sung Nam;Han, Kyoung Bong;Park, Sun Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.2
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    • pp.91-102
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    • 2008
  • Nondestructive testing techniques have been historically and commonly used to evaluate the quality of existing concrete structures. The techniques utilized included visual inspection, hammer sounding, Schmidt hammer rebounding, and ultrasonic pulse velocity testing including tomographic imaging. Results of the nondestructive tests were used to determine areas to be tested with local destructive tests. These tests included concrete compressive strengths, chloride testing, and petrographic testing. The overall results indicate that inside core of each of the pier caps are healthy. On all of the pier caps, extensive exterior concrete layer rehabilitation needs to be completed. This paper shows the application and interpretation of common nondestructive testing techniques and the consequent repair, rehabilitation, maintenance decisions and safety assesment.

Effects of the Microstructure and the Testing Conditions for the Detectability of the Small Flaw in Ultrasonic Testing (초음파시험의 미소결함탐지능에 영향을 미치는 미세조직과 시험조건의 영향)

  • Lee, J.O.;Kim, Y.K.
    • Journal of the Korean Society for Nondestructive Testing
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    • v.9 no.1
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    • pp.83-89
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    • 1989
  • Effects of the microstructure and the testing conditions for the detectability of the small flaw in ultrasonic testing have been studied. The detectability of the flaw was influenced not only by the grain size but also by the microstructure of the test piece. This is considered to be caused by randomization of the matrix which influences the elastic anisotropy of the grain. It was found that the detectability was improved as the frequence became higher and the beam size became smaller. The experimental results indicate that ultrasonic backscattering measurement is one of the promising methods to evaluate the detectability of the flaw indirectly.

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Creep Damage Evaluation of High-Temperature Pipeline Material for Fossil Power Plant by Frequency Spectrum Analysis Method (주파수분석법에 의한 발전소 고온배관재료의 크리프손상 평가)

  • Lee, Sang-Guk;Lee, In-Cheol;Chang, Hong-Keun
    • Journal of the Korean Society for Nondestructive Testing
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    • v.20 no.1
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    • pp.10-17
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    • 2000
  • In boiler high-temperature pipelines such as main steam pipe, header and steam drum in fossil power plants, conventional measurement techniques(replica method, electric resistance method, and hardness test method) for measuring creep damage have such disadvantages as complex preparation and measurement procedures, too many control parameters. And also, these techniques have low practicality and applied only to component surfaces with good accessibility. It needs to apply a reliable and quantitative ultrasonic nondestructive evaluation method that can be replaced for these equipment. In this study, both artificial creep degradation test using life prediction formula and frequency analysis by ultrasonic tests for crept specimens were carried out for the purpose of nondestructive evaluation for creep damage. As a result of ultrasonic tests for crept specimens, we conformed that the high frequency side spectra decrease and central frequency components shift to low frequency band, and also their bandwidth decreases as increasing creep damage in backwall echos.

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Round Robin Test for Performance Demonstration System of Ultrasonic Examination Personnel (초음파검사자 기량검증 체제를 위한 다자비교시험)

  • Yoon, Byung-Sik;Yang, Seung-Han;Kim, Yong-Ho;Kim, Yong-Sik;Yang, Dong-Soon
    • Journal of the Korean Society for Nondestructive Testing
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    • v.24 no.4
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    • pp.378-383
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    • 2004
  • The Korean Performance Demonstration(KPD) System for the ultrasonic testing personnel, equipments and procedures applicable to the Class 1 and 2 piping examination for nuclear power plant in Korea has been established. A round robin test was conducted in order to compare the examination results by the method of Performance Demonstration(PD) with the traditional dB-drop method. The round robin test shows that the reliability of the PD method is better than that of the dB-drop method. As a result, adoption of the PD method to the in-service inspection of the nuclear power plants will improve the reliability of the ultrasonic test results.