Bending Mechanical Properties of Composite Bridge Deck with Bulb Flat Ribs
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Détails bibliographiques
| Auteur(s): |
Xinyi He
(Tongji University, Shanghai, China)
Qintian Su (Tongji University, Shanghai, China) Chen Xu (Tongji University, Shanghai, China) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018 | ||||
| Publié dans: | IABSE Symposium Nantes 2018 | ||||
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| Page(s): | S2-33 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| DOI: | 10.2749/nantes.2018.s2-33 | ||||
| Abstrait: |
Steel-concrete composite bridge deck combines the advantages of both steel deck and concrete deck. This paper proposes a new type of composite bridge deck with bulb flat ribs. Bulb flat is widely used as a stiffener of the plate in ship and bridge constructions. But it is rarely mentioned in current study of composite deck. For that vacancy, two full-scale specimens were fabricated and tested in this paper to study the bending mechanical properties of composite deck with bulb flat ribs. By a static loading test, the experiment investigated the failure characteristics, deflection, slip, strains and crack width. The results indicate a good combination of steel and concrete, for no obvious slip or delamination was observed. And the strain distribution obeys plane cross-section assumption. The mechanical response features an elastic-plastic performance. The test proves that composite bridge deck with bulb flat ribs has a good ductility and a high bending bearing capacity. |
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