FRP바닥판을 갖는 콘크리트 합성형교의 설계 Ⅱ - 설계 사례
(주)코리아스칼라
- 최초 등록일
- 2023.04.05
- 최종 저작일
- 2016.12
- 8페이지/ 어도비 PDF
- 가격 4,000원
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 7권 / 4호
ㆍ저자명 : 지효선
목차
1. INTRODUCTION
2. DESIGN OF FRP DECKED COMPOSITEGIRDER
3. DESIGN EXAMPLE
3.1 Design example outline
3.2 Computation of flexural rigidity of the FRPdeck
3.3 Computation of material properties of FRPlamina & panel
3.4 Determine geometric sections and stiffnessproperties of the FRP deck
3.5 Determine effective width of FRP deck
3.6 Determine transformed effective width of FRPdeck
3.7 Determine of neutral axis
3.8 Check deflection superstructure and FRP deckpanel
3.9 Check of stresses
3.10 Check nominal shear resistance
4. CONCLUSIONS
REFERENCES
영어 초록
FRP composites bridge deck has advantages of structural characteristics and rapid construction in the replacements of the deteriorated bridge deck. Although FRP composites have many advantages, the application in the bridge design has been retarded so far due to the lack of design guidelines. In this paper, the design example for the FRP decked concrete composite girder bridges is presented to verify the proposed design method. The design of connection in the design example is the flexible hybrid shear connection included steel reinforcements and FRP tubes. Finally, this paper may be design guideline for FRP decked concrete composite girder bridges required the composite action.
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