BIM and Forensic Structural Engineering: strengthening and repairing a post-tension concrete slab bridge.
| Author(s): |
Lorea Arnal
Ana Irene Saiz García Sergio |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | IABSE Conference: Creativity and Collaboration – Instilling Imagination and Innovation in Structural Design, Bath, United Kingdom, 19-20 April 2017 |
| Published in: | IABSE Conference Bath, April 19-20, 2017 |
| Page(s): | 356-357 |
| Year: | 2017 |
| DOI: | 10.2749/222137817821232469 |
| Abstract: |
The forensic engineering investigation carried out to determine the possible causes of cracking in a post-tension concrete slab bridge and the rehabilitation proposed is explained in this paper. The followed methodology includes new technologies making up a complete BIM model in LOD 400 with all the reinforcements and post-tensioning tendons and exporting it to Advanced FEA software in order to analyze and investigate the causes of the cracking. |
| Keywords: |
forensic engineering cracking post-tensioning BIM repairing LOD 400 advanced FEA
|
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10292859 - Published on:
27/01/2019 - Last updated on:
21/05/2021
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