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Fatigue model for the structural integrity evaluation applied to a wind turbine concrete shaft, considering corrosion and freeze and thaw degradation

Saucedo-Mora, Luis and Thöns, Sebastian LU (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:
author
and
publishing date
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}},
}