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
- 테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제68권 제1호
- 발행연도
- 2018.1
- 수록면
- 67 - 80 (14page)
이용수
초록· 키워드
오류제보하기
Recently, U-section decks have been more and more used in metro and light rail bridges as an innovative concept in bridge deck design and a successful alternative to conventional box girders because of their potential advantages. U-section may be viewed as a single vent box girder eliminating the top slab connecting the webs, with the moving vehicles travelling on the lower deck. U-section bridges thus solve many problems like limited vertical clearance underneath the bridge lowest point, besides providing built-in noise barriers. Beam theory in mechanics assumes that plane section remains plane after bending, but it was found that shearing forces produce shear deformations and the plane section does not remain plane. This phenomenon leads to distortion of the cross section. For a box or a U section, this distortion makes the central part of the slab lagging behind those parts closer to the webs and this is known as shear lag effect. A sample real-world double-track U-section metro bridge is modelled in this paper using a commercial finite element analysis program and is analysed under various loading conditions and for different geometric variations. The three-dimensional finite element analysis is used to demonstrate variations in the transverse bending moments in the deck as well as variations in the longitudinal normal stresses induced in the cross section along the U-girder's span thus capturing warping and shear lag effects which are then compared to the stresses calculated using conventional beam theory. This comparison is performed not only to locate the distortion, warping and shear lag effects typically induced in U-section bridges but also to assess the main parameters influencing them the most.
목차
등록된 정보가 없습니다.
참고문헌 (0)
참고문헌 신청함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
SECTION_SECTION
월간 데코 DECO
2023 .09
-
Shear lag effect of varied sectional cantilever box girder with multiple cells
Structural Engineering and Mechanics, An Int＇l Journal
2022 .11
-
Space grid analysis method in modelling shear lag of cable-stayed bridge with corrugated steel webs
Steel and Composite Structures, An International Journal
2017 .01
-
Shear-lag behavior of prestressed concrete box-girder bridges during balanced cantilever construction
Advances in concrete construction
2017 .01
-
Theoretical analysis of simply supported channel girder bridges
Structural engineering and mechanics : An international journal
2015 .01
-
선체 횡단면의 전단흐름 계산 프로그램 개발
대한조선학회 논문집
2016 .06
-
Experimental and numerical study on shear studs connecting steel girder and precast concrete deck
Structural Engineering and Mechanics, An Int＇l Journal
2019 .01
-
Short- and long-term analyses of shear lag in RC box girders considering axial equilibrium
Structural Engineering and Mechanics, An Int＇l Journal
2017 .01
-
Short- and long-term analyses of shear lag in RC box girders considering axial equilibrium
Structural engineering and mechanics : An international journal
2017 .01
-
Effect of location of load on shear lag behavior of bonded steel-concrete flexural members
Steel and Composite Structures, An International Journal
2021 .10
-
Shear lag coefficient of angles with bolted connections including equal and different legs through finite element method
Structural Engineering and Mechanics, An Int＇l Journal
2022 .02
-
Investigation of shear lag effect on tension members fillet-welded connections consisting of single and double channel sections
Structural Engineering and Mechanics, An Int＇l Journal
2020 .01
-
고강도 콘크리트를 적용한 RC 바닥판의 정적 성능 평가
한국안전학회지
2016 .01
-
100, 120 MPa급 고강도 콘크리트 적용 바닥판 적정두께 결정을 위한 실험적 연구
한국안전학회지
2018 .01
-
Damage detection for decks of concrete girder bridges using the frequency obtained from an actively excited vehicle
Smart Structures and Systems, An International Journal
2021 .01
-
Performance evaluation of in-service open web girder steel railway bridge through full scale experimental investigations
Structural monitoring and maintenance
2019 .01
-
Analysis of composite girders with hybrid GFRP hat-shape sections and concrete slab
Structural engineering and mechanics : An international journal
2015 .01
-
Analysis of composite girders with hybrid GFRP hat-shape sections and concrete slab
Structural Engineering and Mechanics, An Int＇l Journal
2015 .01
-
Experimental and numerical study on large-curvature curved composite box girder under hogging moment
Steel and Composite Structures, An International Journal
2020 .01
-
Cross-sectional analysis of arbitrary sections allowing for residual stresses
Steel and Composite Structures, An International Journal
2015 .01
이 논문의 저자 정보
최근 본 자료
댓글(0)
0