• 한국가스학회지
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• 제19권5호
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• pp.81-86
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• 2015

배관설계에 있어 스트레스에 기반한 결정론적 방법이 전통적으로 사용되어 왔다. 한편, 신뢰도기반 설계 및 평가(RBDA) 방법론은 해양 또는 원자력 구조물에 대해 적용되어 왔다. 최근 들어 배관의 한계상태법에 기반한 신뢰도에 대해 ISO 규격 즉, ISO 16708의 출간은 RDBA 방법론이 천연가스배관 설계의 최신방향 중에 하나라는 것을 보여준다. 본 논문은 부식결함을 가진 배관의 시간 의존적 파손 확률을 예측하는 절차에 대한 사례연구를 보여준다. 여기서 전통적인 부식 배관의 신뢰도를 추정하는 데 crude Monte Carlo (CMC) 법을 사용하는 대신에 separable Monte Carlo (SMC) method 적용한다. 그 결과 SMC 방법은 신뢰도 계산에 효율을 향상시키는 장점을 보여준다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제9권5호
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• pp.509-524
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• 2017

Experiments and a numerical simulation were conducted to investigate the deformation and impact behavior of a corroded pipe, as corrosion, fatigue, and collision phenomena frequently occur in subsea pipelines. This study focuses on the deformation of the corrosion region and the variation of the geometry of the pipe under impact loading. The experiments for the impact behavior of the corroded pipe were performed using an impact test apparatus to validate the results of the simulation. In addition, during the simulation, material tests were performed, and the results were applied to the simulation. The ABAQUS explicit finite element analysis program was used to perform numerical simulations for the parametric study, as well as experiment scenarios, to investigate the effects of defects under impact loading. In addition, the modified ASME B31.8 code formula was proposed to define the damage range for the dented pipe.

• Corrosion Science and Technology
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• 제7권5호
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• pp.265-268
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• 2008

Prestressed Concrete Cylinder Pipe(PCCP) had became one of the dominating kinds of pipes substituting for steel pipes because of its unique feature (high intensity, high pressure and high leakproofness). PCCP was produced firstly by Bonna company in France. By the end of 20th century, there were over 19000 km of this product installed in America. PCCP was introduced from Ameron company by Shandong Eletric Power Pipeline Engineering Company in 1988. As the statistical data in 2002, 700 km of PCCP had been applied in China, and the application trended towards rapid increase.Since prestressing wire would be corroded in environment, Several accidents due to the breakdown of pipe had happened. Consequently the external wall of pipe should be covered with protective coatings. There was a lack of technical study in corrosion and control of PCCP, because PCCP had been applied for a short time in China. in order to ensure the service life of PCCP, we have developed a kind of protective coating for concrete pipe, which had high intensity and anti-corrosive property with convenient applicability. The physical and chemical properties, painting technology and field application of this coating was introduced in the paper, at the same time, the future of external protective coating for PCCP was looked into.

• Corrosion Science and Technology
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• 제2권3호
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• pp.109-116
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• 2003

It is well known that SSCC (sulfide stress corrosion cracking) is caused by drastic ingression of hydrogen during the service and accumulation of hydrogen near the potential crack initiation site in the material. It is important to characterize the hydrogen trapping behavior to evaluate the service performance of the high strength pipeline steels. In this study. the relationship between the hydrogen trapping behavior and SSCC susceptibility is evaluated in terms of alloy composition, microstructure and carbide behavior. The hydrogen trapping behavior was measured by electrochemical hydrogen permeation test cell (Devanathan cell). The SSCC susceptibility is evaluated by constant extension rate test and constant strain lest method. The hydrogen trapping behavior is affected greatly by microstructure and nature of carbide particles. The fine TiC, and NbC in the matrix of ferritic structure acts as strong irreversible trap sites whereas the bainitic structure acts as reversible trap site. The SSCC susceptibility is closely related to not only the hydrogen trapping behavior but also the loading condition. As the activity of reversible trap site increases, SSCC susceptibility decreases under static loading condition below yield strength, whereas SSCC susceptibility increases under dynamic loading condition or above yield strength. As the activity of irreversible trap site increases. SSCC susceptibility increases regardless of loading condition. It is cased by the mixed effect of dislocation on hydrogen diffusion and trapping behavior.

• Corrosion Science and Technology
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• 제15권5호
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• pp.245-252
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• 2016

The pipelines and equipments are degraded by flow-accelerated corrosion (FAC), and a large-scale test facility was constructed for simulate the FAC phenomena in secondary coolant environment of PWR type nuclear power plants. Using this facility, FAC test was performed on weld pipe (carbon steel and low alloy steel) at the conditions of high velocity flow (> 10 m/s). Wall thickness was measured by high temperature ultrasonic monitoring systems (four-channel buffer rod type and waveguide type) during test period and room temperature manual ultrasonic method before and after test period. This work deals with the complex effects of flow velocity on the wall thinning in weld pipe and the test results showed that the higher flow velocity induced different increasement of wall thinning rate for the carbon steel and low alloy steel pipe.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 하계학술대회 논문집 B
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• pp.1367-1369
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• 2004

When an underground pipeline runs parallel with subway DC electrification system, it suffers from stray current corrosion caused by the stray current from the rails negative returns. Perforation due to the stray current corrosion may bring about disastrous accidents such even in cathodically protected systems. Traditionally, bonding methods such as direct drainage, polarized drainage and forced drainage have been used in order to mitigate the damage on pipelines. In particular, the forced drainage method is widely adopted in Busan. In this paper, we report the real-time measurement data of the pipe-to-soil potential variation in the presence and absence of the IR compensation. The drainage current variation was also measured using the Stray Current Logger developed. By analyzing them, the problems of current countermeasures for stray current corrosion are discussed.

• 한국자기학회지
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• 제16권6호
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• pp.305-308
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• 2006

Magnetic flux leakage(MFL) 신호를 이용하여 비파괴 검사 신호를 획득하는데 주로 사용하는 감지기 또는 금속 덩어리를 의미하는 pig 이용 기술은 일반적으로 천연 가스 전송에 사용되는 강철 파이프라인 상의 대량 부식 흔적을 감지하는데 널리 이용 되어지고 있다. 이를 대체할 수 있는 비파괴 검사 기술의 양상에 대하여 소개 하자면, 지하에 매설된 가스 파이프라인의 바깥 면에 가로축을 따라 난, 부식에 의한 결함에 일반적으로 동반하는 '압력에 의한 부식 흠집(Stress Corrosion Crack : SCC)'을 탐지하는 기술이 있다. 본 논문은 가스 파이프라인 상의 가능성 있는 SCC 검출 장치로서 탐촉자의 원거리에 형성된 다상 회전 전자장 활용 기술에 대하여 논하고 있다. Pig 원형에 대한 묘사와 비파괴 신호 검사용 탐촉자에 대한 설명이 덧붙여져 있으며 결함 검지장치의 유한 요소 모델링과 연관한 부분에 관하여도 발전적으로 논하였다. 테스트 용 pig를 이용한 초기 실험 결과는 본 논문에서 보이고 있는 비파괴 검사 양식이 가스 파이프 라인의 가로축을 따라 발생한 결함에 매우 민감하게 반응하고 있음을 보이고 있다.

• 한국가스학회지
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• 제20권6호
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• pp.50-57
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• 2016

배관은 석유화학플랜트에서 가장 많은 구성요소이며, 주요설비들에서 생산된 물질을 수송하는 매우 중요한 역할을 수행한다. 특히, 저온 또는 고온의 물질을 수송하는 배관들의 경우 물질의 온도변화를 최소화하기 위해 보온재를 배관의 외면에 덮어 사용하는 경우가 다수이다. 그러나 이러한 보온재에 덮인 배관들에서 부식이 발생할 경우 보온재를 제거하지 않고서는 확인하기 어렵기 때문에 현장검사시 유도초음파를 이용한 비파괴적 방법이 사용되고 있다. 본 논문에서는 보온재 내부에서 발생하는 보온재하 부식(CUI : Corrosion Under Insulation)을 유도초음파를 사용하여 효과적으로 검출하기 위해서 유도초음파의 위상속도 분산선도와 파형구조의 이론적 해석을 통해 최적 발생조건을 선정하고자 하였다. 본 연구의 결과는 다양한 석유화학플랜트 배관의 보온재하 부식에 대한 유도초음파를 이용한 현장검출에 적용할 경우 매우 유용할 것이다.

• 환경위생공학
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• 제9권1호
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• pp.17-28
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• 1994

There are many possibilities that may lead to low quality of drinking water Recently, some unknown deposits in tap water raised a lot of public concern regarding the safety of drinking water in Seoul. We analyzed the quality of tap water from several areas of Seoul, including the area where public complaints about tap water were high. The results shows that the quality of tap water in Seoul was good, well below the environmental standards. Only the tap water from the area with high public complaints showed turbidity higher than that of other area. Also, result shows that component of deposit in tap water was Al, Fe, Mn, and Zn. Based on the research result we propose several measures that might help to reduce the amount of deposit in tap water as follows : 1 Using coagulant aid when coagulating or adjusting pH when filtering. 2. Replacing old water pipeline with new corrosive- resistant one. 3. Increasing water treatment efficiency by enhancing water treatment system such as automation of water treatment system adjusting production capacity, and improving operational condition of filler basin. 4. Chlorine disinfection at the distribution reservoir would help maintaining the same pH level and chlorine concentration throughout the water pipeline and reduce corrosion of pipe.

• 한국해안해양공학회지
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• 제13권4호
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• pp.290-295
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• 2001

해저파이프라인은 부식. 지반 불안정, 앵커 충돌 등으로 인해 파손될 가능성이 있다. 해저파이프라인의 안정성을 위협하는 주된 요소중의 하나는 자유경간이다. 본 논문에서는 자유경간을 형성하고 있는 해저파이프라 인에 대해 축방향 하중을 고려하고 경계조건을 일반화시킨 경우에 대해 동적 자유경간의 허용길이 변화를 해석하였다. 자유경간 양단의 해저지반은 탄성기초로 간주하였으며, 이를 선형 및 회전 스프링으로 치환하여 경계조건을 일반화시켰다. 동적 자유경간의 길이를 산정할 수 있는 무차원화 된 곡선을 얻었다. 이 곡선은 자유경간을 갖는 해저파이프라인의 설계에 유용하게 작용될 수 있음을 보여 주었으며 예제 연구를 통하여 그 적용방법을 소개하였다.