Structural Assessment of Externally Strengthened Bridge Deck Panels
- Title
- Structural Assessment of Externally Strengthened Bridge Deck Panels
- Author
- 심종성
- Keywords
- concrete bridge deck; yield line theory; punching shear model; strengthening effect
- Issue Date
- 2006-03
- Publisher
- KLUWER ACADEMIC PUBL
- Citation
- APPLIED COMPOSITE MATERIALS, v. 13, No. 2, Page. 99-114
- Abstract
- Deteriorated concrete bridge decks are strengthened with external bonding technique using either steel plate or various FRPs to enhance the decreased load carrying capacity and serviceability. But the failure characteristics of bridge decks strengthened with various materials can be changed according to mechanical properties of strengthening materials or strengthening scheme as well as the strengthening amount. In this paper, strengthening effect of deck strengthened with carbon fiber sheets, glass fiber sheets or steel plates is compared. And the theoretical load carrying capacity are evaluated using yield line theory and punching shear model properly modified for the strengthened RC member. The panels strengthened with sheet type FRP materials failed more often in a ductile mode, indicating that the failure developed after the rebar yielded.
- URI
- https://link.springer.com/article/10.1007/s10443-006-9014-yhttps://repository.hanyang.ac.kr/handle/20.500.11754/107794
- ISSN
- 0929-189X; 1573-4897
- DOI
- 10.1007/s10443-006-9014-y
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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