Fatigue Damage Model for Bridge under Traffic Loading: Application Made to Tsing Ma Bridge
Li, Z.X., Chan, Tommy H.T., & Ko, Jan Ming (2001) Fatigue Damage Model for Bridge under Traffic Loading: Application Made to Tsing Ma Bridge. Theoretical and Applied Fracture Mechanics, 35(1), pp. 81-91.
A fatigue damage model is developed to account for the damage accumulation process in bridges subjected to in-field traffic loading. Continuous damage mechanics (CDM) is applied to formulate damage kinetic constitutive equations. On-line strain gauge measurements are then made on the orthotropic steel deck structure of the Tsing Ma Bridge, an essential portion of the transport network for the Hong Kong airport. Fatigue life prediction analyses are then made. The results agree well with those obtained by the tests.
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|Item Type:||Journal Article|
|Additional Information:||For more information, please refer to the journal's website (see hypertext link) or contact the author.|
|Keywords:||fatigue damage, high, cycle fatigue, variable, amplitude loading, continuous damage mechanics, bridge, deck, CRACK INITIATION|
|Subjects:||Australian and New Zealand Standard Research Classification > TECHNOLOGY (100000)
Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500)
Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2001 Elsevier|
|Deposited On:||03 Mar 2008|
|Last Modified:||10 Aug 2011 15:36|
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