Steel and Composite Structures

  • 제20권6호
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  • Pages.1237-1257
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analysis of concrete shrinkage along truss bridge with steel-concrete composite deck

  • 투고 : 2015.07.29
  • 심사 : 2016.02.15
  • 발행 : 2016.04.30
⟨ 이전 논문 다음 논문 ⟩

초록

The paper concerns analysis of effects of shrinkage of slab concrete in a steel-concrete composite deck of a through truss bridge span. Attention is paid to the shrinkage alongside the span, i.e., transverse to steel-concrete composite cross-beams. So far this aspect has not been given much attention in spite of the fact that it affects not only steel-concrete decks of bridges but also steel-concrete floors of steel frame building structures. For the problem analysis a two-dimensional model is created. An analytical method is presented in detail. A set of linear equations is built to compute axial forces in members of truss girder flange and transverse shear forces in steel-concrete composite beams. Finally a case study is shown: test loading of twin railway truss bridge spans is described, verified FEM model of the spans is presented and computational results of FEM and the analytical method are compared. Conclusions concerning applicability of the presented analytical method to practical design are drawn. The presented analytical method provides satisfactory accuracy of results in comparison with the verified FEM model.

키워드

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피인용 문헌

  1. Improved Finite Beam Element Method to Analyze the Natural Vibration of Steel-Concrete Composite Truss Beam vol.2017, 2017, https://doi.org/10.1155/2017/5323246
  2. Stiffness of Composite Beams with Full Shear Connection vol.471, pp.1757-899X, 2019, https://doi.org/10.1088/1757-899X/471/5/052083
  3. Numerical study of a new constructive sequence for movable scaffolding system (MSS) application vol.4, pp.3, 2016, https://doi.org/10.12989/acc.2016.4.3.173
  4. Investigation on mechanical performance of flat steel plate-lightweight aggregate concrete hollow composite slab vol.31, pp.4, 2019, https://doi.org/10.12989/scs.2019.31.4.329
  5. Vibration characteristic analysis of high-speed railway simply supported beam bridge-track structure system vol.31, pp.6, 2016, https://doi.org/10.12989/scs.2019.31.6.591