지중매설 폴리에틸렌 관의 단기거동 예측Prediction of Short-term Behavior of Buried Polyethylene Pipe
- Other Titles
- Prediction of Short-term Behavior of Buried Polyethylene Pipe
- Authors
- 박준석; 김응호; 박정환; 이영근; 김선희
- Issue Date
- Dec-2012
- Publisher
- 대한상하수도학회
- Keywords
- Polyethylene pipe; Vertical ring deflection; Short-term behavior; laboratory model test; Maximum Bending strain; Finite element analysis; 폴리에틸렌 관; 수직 관변형; 단기거동; 실내모형실험; 최대 휨 변형률; 유한요소해석
- Citation
- 상하수도학회지, v.26, no.6, pp.907 - 914
- Journal Title
- 상하수도학회지
- Volume
- 26
- Number
- 6
- Start Page
- 907
- End Page
- 914
- URI
- https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/16873
- ISSN
- 1225-7672
- Abstract
- 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
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