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
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.7 No.4
- 발행연도
- 2013.12
- 수록면
- 265 - 271 (7page)
이용수
초록· 키워드
오류제보하기
Prestressed concrete cylindrical pipe (PCCP) has been widely used for the distribution of water in communal, industrial, and agricultural systems for a long time. However, as it deteriorates, structural failures have been experienced. Replacing the entire existing PCCP with partial damages is not an economical method. Currently, as a cost effective repairing method, a new approach using fiber reinforced polymer (FRP) has been applied. A new design procedure of this method was proposed considering various kinds of loading condition. However, it is not easy to apply this method for design purpose due to its complex procedures. The objective of this study is to provide a new design criteria and process for PCCP rehabilitation with FRP. Through this method, the appropriate quantities of FRP layers will be decided after examining of limit states of deteriorated PCCP. For this purpose, two deterioration conditions are assumed; fully deteriorated and partially deteriorated. Different limit states for each case are applied to decide the quantities of attached FRP. The concept of ‘‘margin of safety’’ is used to judge whether the design results are within the optimal ranges to satisfy all limit states.
목차
Abstract
1. Introduction
2. Theory and Method
3. Example and Result
4. Conclusions
References
참고문헌 (26)
참고문헌 신청
1. [기타자료] - American Concrete Institute / 2001 / ACI 224R-01 control of cracking in concrete structures / ACI
2. [기타자료] - American Concrete Institute / 2008 / ACI 318 building code requirements for concrete and commentary / ACI
3. [기타자료] - American Concrete Institute / 2008 / ACI 440.2R-08 guide for the design and construction of externally bonded FRP system for strengthening concrete structures / ACI
4. [기타자료] - American Society of Civil Engineers / 2005 / ASCE 7-05 minimum design loads for building and other structures / ASCE
5. [기타자료] - American Water Works Association / 2005 / AWWA M45 fiberglass pipe design, manual of water supply practices / AWWA
2. [기타자료] - American Concrete Institute / 2008 / ACI 318 building code requirements for concrete and commentary / ACI
3. [기타자료] - American Concrete Institute / 2008 / ACI 440.2R-08 guide for the design and construction of externally bonded FRP system for strengthening concrete structures / ACI
4. [기타자료] - American Society of Civil Engineers / 2005 / ASCE 7-05 minimum design loads for building and other structures / ASCE
5. [기타자료] - American Water Works Association / 2005 / AWWA M45 fiberglass pipe design, manual of water supply practices / AWWA
이 논문의 저자 정보
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2015-530-001298735