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- W2380780801 abstract "Fatigue is one of the most important problems for steel orthotropic bridge deck because of the complexity of structure and corresponding mechanical characteristics.Its consumable parts of fatigue are summarized and damage mechanism is studied.The steel box girder of the Hong Kong-Zhuhai-Macao Bridge is taken as study subject,and combining the full-scale fatigue test,parameterized finite element models are established.The sensitivity of single-parameter and comparison of multi-parameter solution are studied.The stress amplitudes of 3vulnerable details of fatigue are studied.The results indicate that various structural parameters have different degrees of influence for the stress amplitudes of fatigue details.It is beneficial to appropriately increase the thickness of the top deck and the diaphragm and reduce the space of the diaphragm.The design of orthotropic steel decks of Hong Kong-Zhuhai-Macao Bridge is reasonable." @default.
- W2380780801 created "2016-06-24" @default.
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- W2380780801 date "2014-01-01" @default.
- W2380780801 modified "2023-09-25" @default.
- W2380780801 title "Optimized Design of Anti-fatigue for Orthotropic Steel Bridge Deck" @default.
- W2380780801 hasPublicationYear "2014" @default.
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