• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2003년도 춘계학술발표대회 개요집
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• pp.257-259
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• 2003

Sulfide Stress Corrosion Cracking(SSCC) of welded Steel pipe has been investigated. A specimens are stressed into the synthetic sea water saturated with H$_2$S. Therefore SSCC occur at the hardnest point. we are discusses the test methods used for laboratory corrosion testing of welded steel pipe and the results of test.

• 한국환경보건학회지
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• 제32권5호
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• pp.431-439
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• 2006

This research was conducted using a model home plumbing system composed of copper, stainless steel, galvanized iron, carbon steel, and PVC (polyvinyl chloride) pipe. The number of bacteria present in stainless steel pipe and PVC was higher than other pipes. High turbidity and zinc release were found in galvanized iron pipe material and detected during the first 6 months. Conversely, there was a decrease in turbidity and zinc release after 6 months resulting in levels similar to other pipes. Copper concentration decreased as operation times increased. In this experiment, the number of bacteria detected in biofilm for a copper pipe continued to increase. Pipe material influenced bacterial numbers in biofilm and water. This showed that elevated chlorine could not control bacterial growth in biofilm for galvanized iron and stainless steel systems. It also suggested that the dosing of chlorine might not be available for all kinds of pipes. Therefore, another complementary method should be introduced to manage biofilm effectively in water distribution systems.

• Earthquakes and Structures
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• 제26권1호
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• pp.77-86
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• 2024

To investigate the seismic performance of steel pipe-aeolian sand recycled concrete columns, this study designed and produced five specimens. Low-cycle repeated load tests were conducted while maintaining a constant axial compression ratio. The experiment aimed to examine the impact of different aeolian sand replacement rates on the seismic performance of these columns. The test results revealed that the mechanical failure modes of the steel pipe-recycled concrete column and the steel pipe-aeolian sand recycled concrete column were similar. Plastic hinges formed and developed at the column foot, and severe local buckling occurred at the bottom of the steel pipe. Interestingly, the bulging height of the damaged steel pipe was reduced for the specimen mixed with an appropriate amount of wind-deposited sand under the same lateral displacement. The hysteresis curves of all five specimens tested were relatively full, with no significant pinching phenomenon observed. Moreover, compared to steel tube-recycled concrete columns, the steel tube-aeolian sand recycled concrete columns exhibited improved seismic energy dissipation capacity and ductility. However, it was noted that as the aeolian sand replacement rate increased, the bearing capacity of the specimen increased first and then decreased. The seismic performance of the specimen was relatively optimal when the aeolian sand replacement rate was 30%. Upon analysis and comparison, the damage analysis model based on stiffness and energy consumption showed good agreement with the test results and proved suitable for evaluating the damage degree of steel pipe-wind-sand recycled concrete structures.

• 대한위생학회:학술대회논문집
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• 대한위생학회 2001년도 학술심포지엄:먹는물의 안전성 확보 방안(대한위생학회)
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• pp.119-140
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• 2001

This experiment from March 1, 1998 to August 31, 2001 through XRD, XRF, SEM, EDS had effects as follows. 1. According to the results of test using XRD and EDS, we found that the main ingredients causing corrosion of steel pipe was ${Fe_2}{O_3}$, that of cast iron pipe was $CaCO_3$. 2. The main ingredient of corrosion products in a water pipe was Fe. On an average Fe occuied 93.36% of corrosion products in case of steel pipe while it did 85.47% in case of cast iron pipe. 3. In case of a piped water passed through SCALE BUSTER over 10 times, the corrosion products decreased largely by the galvanic effect and sacrifical anode caused by the concerntration of Zn.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2009년 추계학술발표대회
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• pp.82-82
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• 2009

강관은 물, 유류, 천연 가스 등을 운송하는 배관용 및 건물의 골조, 유압 및 공압 실린더, 가이드 레일 등 의 기계적 부품으로도 널리 사용되기도 한다. 이렇게 사용되는 강관의 70% 이상은 고주파 전기저항용접(High Frequency Electrical Resistance Welding,이하 ERW)으로 제조되고 있다. 아파트 등 실제 현장에서 ERW 강관에 흐르는 유체는 비드가 제거된 내면 부위에서 와류 (vortex)를 일으켜 기계적 침식(erosion)을 수반할 가능성이 있으며, 수격현상으로 인해 부식 부위에서 반복피로 하중을 받아 부식의 전파속도가 증가되어 최종적 으로 파손되는 경우도 예상할 수 있다. 이에 본 연구에서는 입열량을 달리하여 제조된 ERW 강관을 대상으로 강관 내부에서의 유속에 따라 홈부식 감수성에 미치는 영향을 확인하고자 하였다. 이를 위해 실제 사용 환경을 모사할 수 있는 장치를 제작하고 경계 조건을 선정하여 실험을 실시하였다. ERW 강관의 내부에서 유속이 빨라질 경우 부식속도는 증가를 하였고, 입열을 많이 받은 강관의 경우 부식속도가 감소하는 경향을 가졌다. 이러한 결과를 바탕으로 하여 ERW 강관에서 발생하고 있는 결함발생에 의한 피해를 극소화시킴으로서 안전하고 효율적인 관리에 기여하고자 한다.

• 동력기계공학회지
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• 제13권1호
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• pp.39-45
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• 2009

The attenuation of the fundamental non-torsional modes that propagate down buried steel water pipes has been studied. The mode shapes, mode attenuation due to leakage into the surrounding medium and the scattering of the modes as they interact with pipe joints and fittings have been investigated. In the low frequency region the mode predicted to dominate over significant propagation distances approximates a plane wave in the water within pipe. The established acoustic technique used to locate leaks in buried steel water pipes assumes that leak noise propagates as a single non-dispersive mode at a velocity related to the low frequency asymptote of this water borne mode.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1149-1156
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• 2011

A rockbolt is one of the most important reinforcement of on-site soil, as with the shotcrete and steel rib. The rockbolt by setting within the tunnel can prevent the deformation of the ground profile; furthermore it improves the structural behavior of soil and rock. In general, the rockbolt is mainly used with reinforced steel. However, steel pipe or the materials with the same strength can be used depending on the soil conditions, ground water outflow condition, and the surrounding of applying location. In Korea, most tunnel construction sites have used cement mortar or resin for steel reinforcement on the rock. Due to the ground water outflow in the construction site, the usability of steel reinforcement is poor and it requires curing time especially after installation. To improve exist above problems, this study introduces the development of a swelled steel pipe rockbolt, as well as presents the field testing and performance results.

• 물과 미래
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• 제29권4호
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• pp.223-231
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• 1996

보다 효율적인 관로운영에 필수적인 통수능 변화 및 영향인자 산정을 위하여 국내 도송수강관에 대하여 124개의 Hazen Williams및 Darcy-Weisbach 마찰계수를 실측, 분석하였다. 그 결과 국내 도송수강관은 국외의 마찰계수 변화형태와 유사한 경향을 보이며 관경이 클수록 (Diameter>1100mm) 통수능은 관령에 많은 영향을 받으나 관경이 작을수록 관경과 관령에 동시에 영향을 받는다는 사실을 알았다. 또한 Hazen Williams의 C 값은 외국에 비해 약 5-10 정도 작은 것으로 나타났으며, 조도높이의 성장률은 약 0.41 mm/년으로 관의 통수능이 외국에 비해 빨리 저하한다는 사실이 밝혀져 그 원인 파악 및 통수능 산정기준을 재 검토해야 할 것으로 판단되었다. For the most efficient operation of water mains, 124 head losses in domestic water supply steel mains were measured to provide the values of friction coefficient and the variable affecting the deterioration rate of Hazen Williams' and Darcy-Weisbach's friction coefficient. The experimental results show that pipe age is governing the friction coefficient of large mains (Diameter > 1100 mm). On the other hands, pipe age and pipe diameter are affecting the variation of carrying capacity for small mains (Diameter < 1100 mm). The friction coefficient of water mains in foreign countries is higher than that in Korea by about 5 to 10 in Hazen Williams' C value. The growing rate of roughness height of domestic water main is about 0.41 mm/year which is higher than the average of United States of America. So further study is required to find out what causes the serious deterioration rate.

• 한국지반공학회논문집
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• 제34권11호
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• pp.81-92
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• 2018

최근 해상 교량 기초 시공 중 차수 및 연직 하중을 지지하는 역할을 수행하는 대형 원형 강관 가설 공법이 제안되었다. 하지만, 대형 원형 강관의 시공 및 운용 중에 발생할 수 있는 선박 충돌과 같은 위부 요인은 구조물의 안정성에 악영향을 줄 수 있다. 따라서, 본 연구에서는 외부 충격에 의한 대형 원형 강관의 동적 반응을 평가할 수 있는 기법을 개발하기 위해 실내 실험을 통한 기초 연구를 수행하였다. 실내 실험에서는 해상에 설치된 대형 원형 강관을 모사하기 위하여 소형 모형 강관을 토조에 설치하였고, 토조 속 흙의 높이와 수위는 각각 23cm와 25cm로 설정하였다. 수위는 40cm, 55cm, 70cm로 변화시켜가며 실험을 수행하였다. 선박 충돌을 모사하기 위하여 모형 강관의 상부를 해머로 타격하였으며, 모형 강관의 길이 방향으로 설치된 변형률계와 상부에 설치된 가속도계로 신호를 측정하였다. 실험결과, 변형률계로 측정된 변형률이 모형 강관의 상부에서 하부로 내려갈수록 감소하였다. 변형률계로 측정된 신호의 주파수는 충격이 가해지면 상시미진동 주파수보다 크게 증가하였지만, 수위 아래에 위치한 변형률계에서 측정된 주파수는 큰 증가를 나타내지 않았다. 가속도계로 측정된 신호의 최대 주파수는 충격이 가해지면 상시미진동 주파수보다 크게 증가하였다. 수위가 증가하면 최대 주파수는 감소하지만, 상시미진동 주파수보다는 크게 나타났다. 본 연구의 결과는 변형률계와 가속도계가 대형 원형 강관의 동적 반응 특성을 평가하는데 유용한 지표가 될 수 있음을 보여준다.

• Journal of Welding and Joining
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• 제26권4호
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• pp.85-91
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• 2008

The grooving corrosion is caused mainly by the different microstructures between the matrix and weld which is formed during the rapid heating and cooling cycle in welding. By this localized corrosion reaction of pipes, it evolves economic problems such as the early damage of industrial facilities and pipe lines of apartment, and water pollution. So lots of researches were carried out already about grooving corrosion mechanism of ERW carbon steel pipe but there is seldom study for water hammer happened by fluid phenomenon and corrosion rate by flow velocity. In this study, the analysis based on hydrodynamic and fracture mechanics was carried out. ANSYS, FLUENT and STAR-CD were used for confirmation of flow phenomenon and stress on the pipe. As the results, fatigue failure is able to be happened by water hammer and grooving corrosion rate is increased cause by turbulent. Grooving corrosion is happened on the pipe, then friction loss of fluid is occurred from corroded part. Erosion can be happened enough in corroded region of microscopic size that wear "V" form. Also pipe is able to be damaged by water hammer effects because of corroded region is general acting as a notch effects. Corrosion depth was more than half of total thickness, it can be damaged from water hammer pressure.