• Journal of Welding and Joining
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• v.12 no.4
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• pp.1-10
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• 1994

이 글에서는 비파괴검사개론에 관하여 알아보았다. 1. 비파괴검사의 의의 1.1 비파괴검사의 역사 1.2 비파괴검사의 원리 1.3 비파괴검사의 목적과 역할 1.3.1 품질관리 1.3.2 생산원가의 절감 1.3.3 품질의 평가 1.3.4 점검 1.4 비파괴검사자의 역할 2. 비파괴검사자의 방법 2.1 방사선투과시험 2.1.1 직접촬영법 2.1.2 투시법 2.1.3 전자사진법 2.1.4 계기법 2.2 초음파탐상시험 2.2.1 음향검사와 초음파탐상 2.2.2 초음파의 성질과 종류 2.2.3 접촉매질 2.2.4 초음파 탐상 방법 2.2.5 초음파 탐촉자 2.3 자기탐상시험 2.3.1 자기탐상 원리 2.3.2 자기탐상 방법 1) 자장측정 탐상법 2) 자기기록 탐상법 3) 탐사 코일법 4) 자분탐상시험 2.3.3 자분탐상시험 2.4 침투탐상시험 2.4.1 침투탐상시험의 원리 2.4.2 침투탐상시험법의 기본 1) 침투탐상시험의 종류 2) 현상체의 종류 2.4.3 침투탐상시험의 장단점 2.5 전자유도시험 (와전류탐상법) 2.5.1 와전류의 발생과 탐지 2.5.2 와전류의 탐지 2.5.3 와전류 탐촉자 2.5.4 와전류 탐상시험의 적용과 장단점.

• Journal of the Korean GEO-environmental Society
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• v.2 no.4
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• pp.5-14
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• 2001

The NDT(Non-Destructive Testing) technique, detecting defects without damaging foundations, has, lately, been a matter of concern. In this study, the applicability of the borehole methods(CSL, CT, PS) and the surface reflection methods(SE, IR) to the evaluation of integrity of drilled shaft was investigated through field test. Ten drilled shafts, 0.4 m in diameter and 7.0 m long each, were constructed, one shaft with no defect and nine shafts intentionally with the combination of the common defects such as soft bottom, necking, bulging, cave-in, and/or weak concrete. Analysing each NDP test result on the constructed drilled shafts, an optimum combination of the NDP methods as well as the applicability of each NDP method to detecting defects of drilled shaft have been investigated.

• Journal of the KSME
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• v.33 no.5
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• pp.435-448
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• 1993

용접부결함은 구조물 건전성측면에서 항상 문제가 되어 왔다. 따라서 용접시 발생 할 수 있는 결함들을 사전에 방지하기 위한 대책들이 꾸준히 연구되어 왔으며, 용접부의 최종 품질확인 및 부품 사용중 용접부의 건전성을 평가하기 위한 수단으로 비파괴시험법들이 오래전부터 적용되어 왔다. 따라서 이 글에서는 용접부의 특성, 용접부결함의 중요성에 대해 기술하고 부품 건전성의 진단목적으로 결함의 유무 및 크기측정을 위해 사용되는 비파괴시험법의 종류 및 특징, 비파괴 시험법 중에서 결함의 길이 및 두께방향의 높이측정을 위해 유일하게 이용되는 초음파시험법에 대해, 특히 결함크기 측정법 중 현재 널리 사용되는 몇 가지 방법에 대해 소개하고자 한다.

• 전기의세계
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• v.28 no.1
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• pp.5-14
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• 1979

비파괴검사방법에는 여러가지가 있는데 과거에는 주로 방사건 유도시험이 주역을 이루어 왔다고 볼수 있다. 그런데 최근에는 초음파를 이용한 탐상장치의 성능이 향상하였고 초음파를 이용하지 않으면 검사할수 없는 대상물의 검사가 필요하게 되었다는 점에 의하여 초음파의 이용이 상당히 급속하게 확대되어 그 응용범위도 수도관에서 원자연료까지 이루게 되었다. 그러나 방사선 투과식 시험에서는 검출곤란한 균열을 검출할 수 있는 기술적 특성및 고가인 소모품이 필요치 않고 또한 검사속도도 빠르다는 경제성에 주목하여 방사투과시험이 가능한 대상물에 대해서도 이용하게끔 되었다. 초음파에 의한 비파괴시험을 이용목적에 따라 분류하면 탐상과 계측으로 대별할 수 있다. 이하 이들의 각종방법에 대하여 순차적으로 그 개요를 설명하겠다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.3
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• pp.167-175
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• 2007

The relations between data from test methods and conditions in structural elements are considered. NDE(Nondestructive Evaluation) methods are joint application of a test and a basis for interpretation of data obtained in the test. Correct assessments of conditions of elements depend on the inaccuracy and variability in the test data and on the uncertainty of correlations between attributes(what is measured) and conditions(what is sought in the inspection). A full description of the performance of NDE methods considers the relation of test data to condition of elements. The quality of the test data itself is important, but equally important is the interpretation that occurs after the test. To make the decision of the performance of NDE methods, this paper presents mathematical basis to measure the reliability of NDE methods.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.5 s.57
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• pp.101-108
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• 2009

Mathematical basis of interpretation of data from nondestructive evaluation (NDE) methods in condition assessment of structures is presented. In structural inspection with NDE methods, NDE data are not directly used for the condition assessment. Instead, NDE data must be interpreted as condition of inspected element. Correct assessments of conditions depend on many factors such as the inaccuracy and the variability in NDE measurements and the uncertainty in correlation between attributes (what is measured) and conditions (what is sought in the inspection). A full description of the performance of NDE methods considers the relation of test data to conditions of elements. The quality of the test itself is important, but equally important is the interpretation that occurs after the test. The effects of variability in test data and uncertainty in correlations of attributes and conditions are presented in three examples of field testing methods.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.1C
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• pp.19-27
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• 2011

This paper evaluates the applicability of wave-based nondestructive methodologies and a penetration test for compaction quality measurements during road construction. To evaluate the physical and mechanical properties of compacted subgrade soil layers, soil stiffness gauge (SSG), time domain reflectometry (TDR), and miniature electro-mechanical systems (MEMS) accelerometers were used to nondestructively evaluate the soil response during and after compaction and dynamic cone penetrometer (DCP) profiles were used to evaluate the soil shear strength after compaction was completed. At the field site, two types of soils were compacted with four different compaction equipments and energies. Field testing results indicate that soil parameters evaluated by different testing methods, which are SSG, TDR, MEMS accelerometer, and DCP, are highly correlated. In addition, it is shown that the physical and mechanical tests deployed in this study can be used as alternative methods to the conventional compaction quality evaluation methods when assessing the overall quality and the engineering response of compacted lifts.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.23 no.1
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• pp.1-10
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• 2011

Recently harbor remodeling projects are seriously considered to enhance the loading and unloading capability of old container terminals and to make decrepit ports as eco-friendly harbor and waterfront spaces in many countries. In such a case, quantitative and qualitative evaluations on concrete harbor facilities are mandatory to determine the current structural integrity condition of aged materials. Once the remodeling project is determined to be carried out, the reusability of individual structural members and facilities including caissons, cell-blocks, and tetra-pods need to be decided based on the simple and economic visual inspection and/or nondestructive testing. In this study, the systematic quantitative evaluation procedure for determining the structural integrity condition and the reusability is studied based the nondestructive testing and evaluation methods. Conventional methods including Schmidt hammer test and ultrasonicpulse velocity methods and elastic wave based methods including impact echo test and surface wave test are applied to the old harbor facilities in five different sites. The compressive tests are also carried out to determine the elastic modulus and compressive strength of concrete materials.

• Journal of the Korean Society for Nondestructive Testing
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• v.16 no.1
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• pp.19-28
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• 1996

This study has investigated the optimization of NDT method and the minimum detectable defect size for complex structures such as the solid propellant rocket motor using real time X-ray imaging system. Test specimens were made of steel plates with various defect size, and installed with proper thickness for which solid propellant, rubber, and case converted to the steel equivalent thickness according to the radiographic equivalent theory. As the results, this examination obtained optimum magnification and X-ray energy, dose rate according to steel equivalent thickness, also, obtained the relationship between minimum detectable defect size and the ratio(defect depot/object thickness). Thus, this simulated test is the preliminary procedure before performing NDT for real objects, and is possibly applied for NDT of other complex structures.

• Journal of the Korean Society for Nondestructive Testing
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• v.2 no.2
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• pp.17-31
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• 1983