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Probabilistic Fatigue Model for Reinforced Concrete Onshore Wind Turbine Foundations

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Authors:
  • Marquez-Dominguez, Sergio ;
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    Department of Civil Engineering, The Faculty of Engineering and Science, Aalborg University
  • Sørensen, John Dalsgaard
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    Department of Civil Engineering, The Faculty of Engineering and Science, Aalborg University
Editor:
Steenbergen, R.D.J.M., van Gelder, P.H.A.J.M., Miraglia, S., Vrouwenvelder, A.C.W.M.
DOI:
10.1201/b15938-397
Abstract:
Reinforced Concrete Slab Foundation (RCSF) is the most common onshore wind turbine foundation type installed by the wind industry around the world. Fatigue cracks in a RCSF are an important issue to be considered by the designers. Causes and consequences of the cracks due to fatigue damage in RCSFs are discussed in this paper. A probabilistic fatigue model for a RCSF is established which makes a rational treatment of the uncertainties involved in the complex interaction between fatigue cyclic loads and reinforced concrete. Design and limit state equations are established considering concrete shear capacity in combination with fatigue damage based on design principles in the Eurocodes. The stochastic model is developed to cover the ‘concrete shear-fatigue capacity’ illustrated by an example considering the reliability assessment on a RCSF.
ISBN:
9781315815596, 9781138001237
Type:
Conference paper
Language:
English
Published in:
Safety, Reliability and Risk Anaysis: Beyond the Horizon: Proccedings of the European Safety and Reliability Conference, Esrel 2013, Amsterdam, the Netherlands, 29 September - 2 October 2013, 2013, p. 2627-2634
Keywords:
Wind Turbines; Fatigue Concrete; Shear Capacity; Reliability; Stochastic Model; Reinforced Concrete Slab Foundation
Main Research Area:
Science/technology
Publication Status:
Published
Review type:
Peer Review
Conference:
European Safety and Reliability Conference 2013European Safety and Reliability conference
Publisher:
CRC Press
Submission year:
2013
Scientific Level:
Scientific
ID:
2374181576

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