Fatigue model for the structural integrity evaluation applied to a wind turbine concrete shaft, considering corrosion and freeze and thaw degradation
(2017) 2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet In High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium p.2144-2151- Abstract
Fatigue is one of the principal damage mechanisms in a slender concrete structure under cyclic loads. And needs to be calculated locally through all the structure, considering the lading conditions and the particularities of concrete. The model presented here is capable to account for the fatigue damage in a probabilistic way, relating the annual loading conditions for each point and the degradation processes with a probability of failure. The methodology is as well capable to model the effect of a repair and control the structural integrity using the monitored data.
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/532c6d83-cc0f-4c2b-a91d-73c83c191ca2
- author
- Saucedo-Mora, Luis and Thöns, Sebastian LU
- publishing date
- 2017-01-01
- type
- Chapter in Book/Report/Conference proceeding
- publication status
- published
- subject
- keywords
- Concrete, Degradation, Fatigue, Probability of failure
- host publication
- High Tech Concrete : Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium - Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium
- series title
- High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium
- editor
- Lukovic, Mladena and Hordijk, Dick A.
- pages
- 8 pages
- publisher
- Springer International Publishing
- conference name
- 2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet
- conference location
- Maastricht, Netherlands
- conference dates
- 2017-06-12 - 2017-06-14
- external identifiers
-
- scopus:85025627110
- ISBN
- 9783319594705
- DOI
- 10.1007/978-3-319-59471-2_245
- language
- English
- LU publication?
- no
- id
- 532c6d83-cc0f-4c2b-a91d-73c83c191ca2
- date added to LUP
- 2020-09-09 09:23:53
- date last changed
- 2022-03-11 03:18:30
@inproceedings{532c6d83-cc0f-4c2b-a91d-73c83c191ca2, abstract = {{<p>Fatigue is one of the principal damage mechanisms in a slender concrete structure under cyclic loads. And needs to be calculated locally through all the structure, considering the lading conditions and the particularities of concrete. The model presented here is capable to account for the fatigue damage in a probabilistic way, relating the annual loading conditions for each point and the degradation processes with a probability of failure. The methodology is as well capable to model the effect of a repair and control the structural integrity using the monitored data.</p>}}, author = {{Saucedo-Mora, Luis and Thöns, Sebastian}}, booktitle = {{High Tech Concrete : Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium}}, editor = {{Lukovic, Mladena and Hordijk, Dick A.}}, isbn = {{9783319594705}}, keywords = {{Concrete; Degradation; Fatigue; Probability of failure}}, language = {{eng}}, month = {{01}}, pages = {{2144--2151}}, publisher = {{Springer International Publishing}}, series = {{High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium}}, title = {{Fatigue model for the structural integrity evaluation applied to a wind turbine concrete shaft, considering corrosion and freeze and thaw degradation}}, url = {{http://dx.doi.org/10.1007/978-3-319-59471-2_245}}, doi = {{10.1007/978-3-319-59471-2_245}}, year = {{2017}}, }