• 한국압력기기공학회 논문집
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• 제9권1호
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• pp.70-76
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• 2013

Several finite element models for the leak-before-break (LBB) assessment of overlay dissimilar metal weldment were constructed and analyzed to develop a simple finite element modeling method. The J-integral, crack opening displacement (COD) and J-integral distribution along the crack front in thickness direction due to the applied moment were obtained from the analysis results of the constructed finite element models, and studied compared to the previous literatures. It is concluded that the modeling with base material only is simple and produces a slightly conservative results compared to the complex modeling composed with weld metal and base metal in the calculation of J-integrals and COD values which are used for the calculation of fracture toughness and postulated leakage crack length respectively.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.581-584
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• 2007

The subway concrete box structure can`t establish expansion joint because of animal power delivery of the subway rail. In this case, As increase of structure volume, it is subjected to cause temperature crack. The temperature crack due to the heat of hydration classified a nonstructural crack. but it has a bad effect on durability of concrete structures. especially, in case of a subway concrete box structure, when a water-proof facilities is beaked on an outer-wall, the water leakage occurs through a penetration crack generated from a wall of the concrete structure too. This paper, for the subway concrete box structure, examined a condition of temperature crack occurrence by a heat of hydration concerned external temperature from analysing by a three dimensional finite element method.

• Journal of Mechanical Science and Technology
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• 제18권4호
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• pp.640-648
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• 2004

This paper describes a new magnetization method for non-destructive testing with magneto-optical sensor (denoted as MO sensor) which have the following characteristic : high observation sensitivity, independence of the crack orientation, and precise imaging of a complex crack geometry such as multiple cracks. When a magnetic field is applied normally to the surface of a specimen which is significantly larger than its defects, approximately the same magnetic charge per unit area occurs on the surface of the specimen. If there is a crack in the specimen, magnetic charge per unit area has the same value at the bottom of the crack. The distribution of the vertical component of the magnetic flux density, B$\_$Z/, is almost uniform over the no-crack area (denoted as B$\_$Z,BASE/), while the magnetic flux density is smaller in the surroundings of the crack(denoted as B$\_$Z,CRACK/) If B$\_$Z, BASE/ is a bit larger than the saturated magnetic flux density of the MO sensor (B$\_$s/) , then small magnetic domains occur over the crack area and a large domain over the non-crack area because B$\_$Z,CRACK/ is smaller than B$\_$s/.

• Journal of international Conference on Electrical Machines and Systems
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• 제2권4호
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• pp.486-490
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• 2013

A defect which is axially oriented with small size is hard to detect in conventional system. CMFL(Cricumferential Magnetic Flus Leakage) type PIG(Pipelines Inspection Gauge) in the NDT(Nondestructive Testing), is operated to detect this defect called axially oriented cracks in the pipe. It is necessary to decompose the size and shapes of cracks for the manintenance of underground pipelines. This article is focused on the decomposing method of the size and shape of the axially oriented cracks by using inspection signal data for defect.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1996년도 춘계학술발표회논문집(3)
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• pp.193-198
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• 1996

The effect of dynamic strain aging (DSA) on the leak-before-break (LBB) analysis was estimated through the evaluation of leakage-size-crack and flaw stability in SA106 Gr.C piping steel. Also. the results were represented as a form of "LBB allowable load window". In the DSA temperature region. the leakage-size-crack length was smaller than that at other temperatures and it increased with increasing tensile strain rate. In the results of flaw stability analysis. the lowest instability load appeared at the temperature corresponding to minimum J- R curve which was caused by DSA. The instability load near the plant operating temperature depended on the loading rate of J-R data. and decreased with increasing tensile strain rate. These are due to the strain hardening characteristic and strain rate sensitivity of DSA. In the "LBB allowable load window". LBB allowable region was the narrowest at the temperature and loading conditions where DSA occurs.

• Journal of Mechanical Science and Technology
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• 제16권5호
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• pp.591-598
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• 2002

Leakage magnetic flux is occurred in the cracked area of magnetized specimens, and also it changes the magnetic domain area of the magneto-optical film positioned on the specimen. It causes the change of the optical permeability of the magnetic domain on the crack area. So crack images can be obtained easily using this principle. On the other hand, utilizing a laser in this method makes possible to perform a remote sensing by detecting the light intensity contrast between cracked area and normal area. This paper shows the application of non-destructive inspection system taking advantage of magneto-optical method for micro-cracks and presents examples applied to the several types of specimens having fatigue cracks and fabricated cracks using this method. Also the authors prove the possibility of this method as a remote sensing system under the oscillation load considering application to real fields.

• 한국건설순환자원학회논문집
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• 제4권3호
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• pp.322-329
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• 2016

본 연구에서는 콘크리트 구조물의 누수 균열 보수에 사용되는 재료에 대한 품질관리 방안으로 선행연구에 이어 후속 연구로 "온도 안정성 시험방법"을 제안하였다. 제안된 시험방법을 이용하여 5계열의 15 종류, 총 45개의 시험편을 대상으로 성능 평가한 결과 온도 안정성 시험에서는 저온($-20^{\circ}C$), 고온($60^{\circ}C$)의 다소 가혹 조건의 온도에서 얼었다 녹았다가 반복되면서 흘러내림, 체적변화, 색의 변화 등 다양한 재료 변화가 나타났고, 이에 대한 누수 여부 판별을 위하여 투수 시험한 결과 약 29%인 13개의 시료는 누수 되지 않았고, 약 71%인 32개 시료에서 누수되는 결과가 확인되었다. 이러한 결과는 현재 콘크리트 구조물의 유지보수에 사용되는 누수보수재료에 대한 온도 환경이 고려된 품질관리 기준 설정에 대한 필요성을 충분히 인식 할 수 있었으며, 콘크리트 구조물의 장기 내구성 확보를 위한 본 시험 방법인 "온도 안정성 시험방법"에 대한 표준적인 시험방법으로서의 활용 가능성을 확인하였다.

• 한국컴퓨터정보학회논문지
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• 제8권4호
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• pp.75-80
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• 2003

본 논문에서는 와전류탐상을 기본으로 제작하였으며, 현재 교류 누설 방법을 채용한 비파괴검사는 원리적으로나 장치 구성상의 한계, 및 검출율의 한계를 가지고 있으므로, 본 논문에서는 이러한 점들을 보완, 기존의 시스템보다 장치의 소형화, 시스템 구성비용의 절감화, 결함의 정확한 정량화를 이룰 수 있도록 교류누설 자속탐상 시스템을 설계하였다. 또한, 교류누설탐상 시스템은 특성상 표면의 미세 크랙에 대하여 높은 정밀도를 가지고 있으며, 시스템 제작이 용이하다는 장점을 가지므로 표면 크랙에 중점을 둔 시스템으로 설계하였으며, 기존의 장치와 비교하여, 결함측정시간을 단축하기 위해 DSP320C31(floating 연산가능) 칩을 채용함으로써 넓은 범위의 시편에 대한 결함을 검출하는데 빠르고 정확한 정량화를 이룰수 있게 하였다. 한편 앞으로의 fuzzy 및 membership함수를 채택하여 스텝모터 및 DC모터에 PID제어,PC system-mathlab을 이용 하여 관련분야 지식이 부족한 이를 위하여 실시간으로 PC에 3차원 영상의 결함값을 보일 수 있도록 한 system상 교두보를 제시하였다.

• 한국압력기기공학회 논문집
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• 제11권2호
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• pp.25-30
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• 2015

In the present study, complex leakage probabilities of nuclear pipes due to fatigue and stress corrosion cracking are evaluated by using the PINTIN(Piping INTegrity INner flaws) that is developed based on the existing PRAISE(Piping Reliability Analysis Including Seismic Events) program. With regard to the aging and crack instability, small leak and big leak probabilities are calculated for several pipes in a reactor coolant system of domestic nuclear plant. Moreover, sensitivity analysis is also performed to find out the effect of parameters for the leakage of pipes, which shows the coolant temperature is the most influencing parameter.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술대회지
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• pp.77-81
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• 2004

The massive structures are not free to move with vibration, differential settlement, thermal stresses because, construction and expansion joint, crack etc., can be large enough to cause leakage as deformation of waterproofing. It has been depended on the test method of tensile/tear strength which is waterproofing performance as behavior of concrete structure crack. However, not to practically confirm the creep applied to concrete surface, even waterproofing membrane have more performance than definite strength and elasticity. Therefore, in this study will focus on the test method to consider a resistance performance about loose adhesion and deformation of waterproofing and behavior of concrete structure as construction/expansion joint, crack. Performance test method on the influence as behavior of concrete structure crack is to choose waterproofing materials and construction method which possible to confront with behavior of 50mm crack in the atmosphere and low temperature. Examine the deformation of waterproofing membrane and loose adhesion which can occur to structure in general job site, suggest standard testing method to analyze correlation waterproofing membrane and structure with 5-types of materials used in this study, such as Adhesion membrane and sheet complex, sheet and urethane complex, self-adhesive sheet, spray poly-urea, spray membrane of rubberized Asphalt.