• Nuclear Engineering and Technology
• /
• 제55권5호
• /
• pp.1604-1615
• /
• 2023

In an open-pool type research reactor with a downward forced flow in the core, pipes can be under sub-atmospheric pressure because of the large pressure drop at the reactor core in the atmospheric pool. Sub-atmospheric pressure can result in air inflow into the pipe from the pressure difference between the atmosphere and the inside of the pipe, which in a postulated pipe break scenario can lead to the breakdown of the cooling pump. In this study, a plant-scale experiment was conducted to study air inflow in large piping systems by considering the actual operational conditions of an advanced research reactor. The air inflow rate was measured, and the entrained air was visualized to investigate the behavior of air inflow and flow regime depending on the pipe break size. In addition, the developed drift-flux model for a large vertical pipe with a diameter of 600 mm was compared with other correlations. The flow regime transition in a large vertical pipe under downward flow was also studied using the newly developed drift-flux model. Consequently, the characteristics of two-phase flow in a large vertical pipe were found to differ from those in small vertical pipes where liquid recirculation was not dominant.

• 콘크리트학회논문집
• /
• 제26권1호
• /
• pp.57-62
• /
• 2014

이 연구에서는 수직으로 긴 매스 구조물에 적합한 파이프쿨링 공법을 제안하기 위하여 기존의 파이프쿨링 공법과는 달리 파이프를 수직으로 설치하는 연직파이프쿨링 공법을 개발하였다. 타당성을 검토하기 위하여 해석대상 부재의 형상($1{\times}3{\times}20m$, $4{\times}4{\times}4m$)을 대상으로 하여 FEM 해석을 수행하였으며, 온도 및 응력 변화와 온도균열 지수 등을 검토하였다. 그 결과, 매스콘크리트 구조물의 온도균열 제어에 효과가 있는 것을 확인할 수 있었다.

• 한국소음진동공학회논문집
• /
• 제12권12호
• /
• pp.979-985
• /
• 2002

The paper presents the dynamic stability of a vertical cantilevered pipe conveying fluid and haying translational linear spring supports. Real pipe systems may have some elastic hanger supports or other mechanical attached parts. which can be regarded as attached spring supports. Governing equations are derived by energy expressions, and numerical technique using Galerkin's method is applied to the equations of small motion of the pipe. Effects of spring supports on the dynamic stability of a vortical cantilevered pipe conveying fluid are fully investigated for various locations and spring constants of elastic supports.

• 상하수도학회지
• /
• 제26권6호
• /
• pp.907-914
• /
• 2012

Flexible pipes take advantage of their ability to move, or deflect, under loads without structural damage. Common types of flexible pipes are manufactured from polyethylene (PE), polyvinyl chloride (PVC), steel, glass fiber reinforced thermosetting polymer plastic (GFRP), and aluminum. In this paper, we present the result of an investigation pertaining to the short-term behavior of buried polyethylene pipe. The mechanical properties of the polyethylene pipe produced in the domestic manufacturer are determined and the results are reported in this paper. In addition, vertical ring deflection is measured by the laboratory model test and the finite element analysis (FEA) is also conducted to simulate the short-term behavior of polyethylene pipe buried underground. Based on results from soil-pipe interaction finite element analyses of polyethylene pipe is used to predict the vertical ring deflection and maximum bending strain of polyethylene pipe.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2000년도 춘계학술대회논문집
• /
• pp.647-651
• /
• 2000

This paper deals with the dynamic stability of a vertical cantilevered pipe conveying fluid and having two attached masses. Some valves or other mechanical components in pipe systems can be regarded as attached lumped masses. Governing equations are derived by energy expressions, and numerical technique using Galerkin's method is applied to discretize the equations of small motion of the pipe. Effects of attached masses on the dynamic stability of a vertical cantilevered pipe conveying fluid are investigated for various locations and magnitudes of the attached lumped masses.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2001년도 춘계학술대회논문집
• /
• pp.202-206
• /
• 2001

The paper presents the dynamic stability of a vertical cantilevered pipe conveying fluid and having an intermediate translational linear spring. The translational linear spring can be located at an arbitrary position. Governing equations are derived by energy expressions, and numerical technique using Galerkin's method is applied to discretize the equations of small motion of the pipe. Effects of linear spring supports on the dynamic stability of a vertical cantilevered pipe conveying fluid are fully investigated for various locations and magnitudes of the translational linear spring.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2001년도 추계학술대회논문집 II
• /
• pp.1202-1206
• /
• 2001

The paper presents the dynamic stability of a vertical cantilevered pipe conveying fluid and having translational linear spring supports. Real pipe systems may have some elastic hanger supports or other mechanical attached parts., which can be regarded as attached spring supports. Governing equations are derived by energy expressions, and numerical technique using Galerkin's method is applied to discretize the equations of small motion of the pipe. Effects of spring supports on the dynamic stability of a vertical cantilevered pipe conveying fluid are fully investigated for various locations and spring constants of elastic supports.

• 지구물리와물리탐사
• /
• 제3권2호
• /
• pp.48-52
• /
• 2000

저주파수 전자탐사 관로 탐지기 개발 및 현장 운용시의 지침을 마련하기 위해 3차원 유한요소법을 이용해서 수평 자기 쌍극자 송신원에 의한 도전성 지하 매설 관로의 전자기 반응을 계산하고 그 특성을 분석하였다. 단일 관로의 전자기 반응은 수평 자기장 및 수직 자기장의 수평 차분치 모두 관로 직상부에서 최대값을 나타낸다. 반응 곡선에서 최대값의 1/2이 되는 위치의 폭은 수평 자기장의 경우 수직 자기장의 수평 차분치보다 2배 정도 넓으며, 이는 수직 자기장의 수평 차분치가 관로 위치 분해능이 높은 것을 의미한다. 그리고 관로의 심도 계산식이 관로의 직상부에서만 정의되기 때문에 분해능이 높은 수직 자기장의 수평 차분치를 측정하는 것이 관로 심도 결정시 유리할 것이다. 서로 2 m 떨어진 이중 관로의 전자기 반응은 수직 자기장의 수평 차분의 경우 송신기 하부 및 인접 관로의 상부 모두에서 반응 곡선의 피크가 보인다. 이에 반해 수평 자기장의 경우는 인접 관로에 의한 자기장은 송신기 하부 관로에 의한 자기장에 의해 상쇄되어 송신기 하부 관로에 의한 피크만 나온다. 이로 미루어 볼 때 지하에 다수의 관로가 인접하여 매설되어 있는 상황에서는 수직 자기장의 수평 차분을 측정함으로써 다수 관로의 탐지도 가능할 것으로 보인다. 그리고 반응 곡선의 폭을 비교할 때, 단일 관로에서와 마찬가지로 분해능은 수직 자기장의 수평 차분치를 측정하는 것이 수평 자기장을 측정하는 것에 비해 뛰어난 것으로 판단된다.

• 한국지반공학회지:지반
• /
• 제1권2호
• /
• pp.7-16
• /
• 1985

성토 하에 매설된 강성관에 있어서 관의 두께, 매설상태, 성토높이, 성토흙의 탄성계수, 트렌치의 폭 및 깊이 등이 매설관에 작용하는 응력에 미치는 영향에 대해서 유한요소법의 선형해석을 이용하여 검토하였다. 관 주위의 수직접촉헌력의 분포와 수직하중을 선형중도귀식으로 나타내었으며, Marston-Spangler 이론에 의해서 구한 수직하중은 유한요소해석에 의한 값보다 일반적으로 크다. 그리고 Marston Spangler이론에서 이용되는 침하비는 항상 일정하지 않고 위에서 언급한 여러가지 요인의 유기에 따라서 달라진다는 사실을 알았다.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2007년도 춘계학술대회A
• /
• pp.1173-1178
• /
• 2007

The robot for narrow space is used in searching, investigating or cleaning. Up to now variety of researches on in-pipe robots have been introduced. However it is still hard to overcome vertical or curved passage. In most cases of narrow space robots are able to travel just aimed diameter which was selected when those are developed. Also, a large percentage of robots are not able to detect the configuration of pipe or circumstance. In this paper we present a robot called PAROYSⅡ for narrow space with vertical and curved passage. This proposed robot is not affected at all to variance of pipes, vertical or horizontal passages, curved pipes, projecting parts and parallel planes. In addition to that, it will perceive the internal configuration of pipe and terrain, which will be not only available to control navigating scheme by itself, but also mappable about the passage which the robot traveled. Core points in the design and structure are introduced and preliminary verification is given.