지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2013.1
- 수록면
- 38 - 44 (7page)
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Glass fiber reinforced plastic (GRP) pipes buried underground are attractive for use in harsh environments, such as for the collection and transmission of liquids which are abrasive and/or corrosive. In this paper, we present the result of investigation pertaining to the structural behavior of GRP flexible pipes buried underground. In the investigation of structural behavior such as a ring deflection, experimental and analytical studies are conducted. In addition, vertical ring deflection is measured by the field test and finite element analysis (FEA) is also conducted to simulate behavior of GRP pipe buried underground. Based on the results from the finite element analyses considering soil-pipe interaction the vertical ring deflection behavior of buried GRP pipe is predicted. In addition, analytical and experimental results are compared and discussed.
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등록된 정보가 없습니다.
참고문헌 (9)
참고문헌 신청
2011 / ASTM D 2412 , Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading / American Society for Testing and Materials
AWWA / 2005 / Fiberglass Pipe Design
2009 / FLAC 3D, User's manual / Itasca Consulting Group Inc
Hongik University Research Institute of Science and Technology / 2011 / Investigation of Pipe Deflection Behavior and Prediction of Long-term Ring Deflection of GFRP pipe (φ2,400mm) Buried Underground
Hongik University Research Institute of Science and Technology / 2013 / Structural Behavior of Prediction of GRP Pipe (φ2,400mm) Buried Underground
AWWA / 2005 / Fiberglass Pipe Design
2009 / FLAC 3D, User's manual / Itasca Consulting Group Inc
Hongik University Research Institute of Science and Technology / 2011 / Investigation of Pipe Deflection Behavior and Prediction of Long-term Ring Deflection of GFRP pipe (φ2,400mm) Buried Underground
Hongik University Research Institute of Science and Technology / 2013 / Structural Behavior of Prediction of GRP Pipe (φ2,400mm) Buried Underground
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