Highway bridge deck made of ductile-cast-iron
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Bibliographic Details
| Author(s): |
Hironobu Tobinaga
(Hinode LTD., SAGA, JAPAN)
Minoru Murayama (Hinode LTD., SAGA, JAPAN) Eiki Yamaguchi (Kyushu Institute of Technology, KITAKYUSHU, JAPAN) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Published in: | IABSE Congress Ghent 2021 | ||||
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| Page(s): | 1519-1527 | ||||
| Total no. of pages: | 9 | ||||
| DOI: | 10.2749/ghent.2021.1519 | ||||
| Abstract: |
The application of ductile cast iron to a bridge deck is explored. Produced by casting, the deck can be of any shape without welding and expected to have little possibility of fatigue crack. The deck would be light, about a half of the RC deck, so that it could enhance the seismic resistance of a bridge. The deck is designed following the Japanese design specifications for steel highway bridges. The design is done by 3-D FEM. Through computational simulations and actual casting trials, the ductile cast-iron deck panel with uniform material property is produced successfully. To investigate its structural behavior, the panel is loaded statically. Ductile structural behavior is observed without initiating cracks. Fatigue test is carried out. No fatigue cracks occur even when the number of the loading cycles reaches 10,000,000. The wheel load running test of the 12 deck panels was conducted, ensuring that a very good fatigue resistance． |
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| Keywords: |
bridge deck FEM analysis Fatigue test Static Loading test Ductile Cast-Iron Wheel Load Running Test
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |
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