Abstract
In this study, FE analysis for the girder ends with corrosion has been carried out in order to understand the collapse process and to evaluate its ultimate strength. At first, the strength of the girder end with various corroded damages is evaluated based on the current design standards, "Specifications for Highway Bridges in Japan". Secondly, these collapse mechanism are analyzed from the analytical results, such as shapes of the deformation mode, stress distribution, and load-deflection relationships and so on. Finally, we had summarized a flow diagram of a process of failure mode and the limit strength such as elastic, full-plastic and ultimate limit states taking into account for local buckling.
| Original language | English |
|---|---|
| State | Published - 2013 |
| Event | 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 - Sapporo, Japan Duration: 2013/09/11 → 2013/09/13 |
Conference
| Conference | 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 |
|---|---|
| Country/Territory | Japan |
| City | Sapporo |
| Period | 2013/09/11 → 2013/09/13 |
Keywords
- Collapse mechanism
- Corrosion of girder ends
- Ultimate strength evaluation
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction