@inproceedings{532c6d83cc0f4c2ba91d73c83c191ca2,
title = "Fatigue model for the structural integrity evaluation applied to a wind turbine concrete shaft, considering corrosion and freeze and thaw degradation",
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.",
keywords = "Concrete, Degradation, Fatigue, Probability of failure",
author = "Luis Saucedo-Mora and Sebastian Th{\"o}ns",
year = "2017",
month = jan,
day = "1",
doi = "10.1007/978-3-319-59471-2_245",
language = "English",
series = "High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium",
publisher = "Springer International Publishing",
pages = "2144--2151",
editor = "Mladena Lukovic and Hordijk, {Dick A.}",
booktitle = "High Tech Concrete",
address = "Switzerland",
note = "2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet ; Conference date: 12-06-2017 Through 14-06-2017",
}