Failure Prediction of Full Scale Bridge Pier on 3D Shaking Table Test
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Takuya Anabuki
Koichi Tanaka Kenji Yonezawa |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
| Published in: | IABSE Symposium Venice 2010 | ||||
|
|||||
| Page(s): | 214-215 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2010 | ||||
| DOI: | 10.2749/222137810796024268 | ||||
| Abstract: |
This analytical study was programmed to predict the dynamic response of a full scale reinforced concrete (RC) bridge pier model in shaking table test. The results of dynamic finite element analysis (FE analysis) using ‘FINAL’ well agreed with the results of the test about the dynamic response and the failure time of the model with rebar cut-off sections. The data about bond slip of longitudinal bar and strain of hoop were insufficient to predict the brittle failure time of the pier quantitatively. In this study, it was obtained that the criterion focusing on the increment of softening concrete element number is useful to predict the brittle failure time. |
||||
| Keywords: |
FE analysis shaking table test RC bridge pier rebar cut-off section
|
||||