A Multi-scale Finite Element Model of Tsing Ma Bridge for Hot Spot Stress Analysis
Chan, Tommy H.T., Yu, Y. , Wong, K.Y., & Guo, L. (2007) A Multi-scale Finite Element Model of Tsing Ma Bridge for Hot Spot Stress Analysis. In Li, Aiqun, Sih, George C., Nied, Herman F., & Li, Z.X. (Eds.) International Conference on Health Monitoring of Structure, Material and Environment, 16-18 October 2007, Nanjing, PR China.
Failure due to fatigue damage is an important failure mode for large suspension bridges and welded connections are usually identified as the most vulnerable locations for accumulative fatigue damage of existing bridges. The hot-spot stress approach has been successfully applied in fatigue evaluation of the welded joints. Traditionally a structural analysis using a global FE model is first conducted to determine the critical locations, based on which a local analysis is then carried out to obtain the hot-spot stress distribution that is the basis of fatigue status assessment process. Alternatively, a multi-scale model is proposed by using the mixed dimensional coupling method merging typical detailed joint geometry models into the global model so that the hot-spot stress can be directly output through a single step of analysis. As a case study, a multi-scale model of Tsing Ma Bridge was developed accordingly and the calculated results were compared with those of the global structural model and the structural health monitoring data with respect to first few order natural frequencies and vertical displacement at GPS level sensor-installed locations, and hot spot stress situation combined with stress concentration factors at a typical intersection joint. The comparison results show that the multi-scale model output agrees well with those of global model and monitoring data within the acceptable range, indicating that, at the same engineering level, the developed multi-scale model is more convenient and yet appropriate for the purpose of hot spot stress analysis in fatigue evaluation.
Impact and interest:
Citation countsare sourced monthly fromand citation databases.
These databases contain citations from different subsets of available publications and different time periods and thus the citation count from each is usually different. Some works are not in either database and no count is displayed. Scopus includes citations from articles published in 1996 onwards, and Web of Science® generally from 1980 onwards.
Citations counts from theindexing service can be viewed at the linked Google Scholar™ search.
|Item Type:||Conference Paper|
|Additional Information:||For more information, please refer to the conference’s website (see hypertext link) or contact the author.|
|Keywords:||Mixed dimensional coupling, Multi, scale model, Large span bridge, Finite element analysis, Hot spot stress approach, Fatigue damage|
|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|
Past > Schools > School of Urban Development
|Copyright Owner:||Copyright 2007 Southeast University Press|
|Deposited On:||26 Feb 2008|
|Last Modified:||29 Feb 2012 23:39|
Repository Staff Only: item control page