Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation

Luis Saucedo-Mora; Sebastian Thöns

doi:10.1007/978-3-319-59471-2_245

Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation

Luis Saucedo-Mora, Sebastian Thöns

CSIC

Research output: Chapter in Book/Report/Conference proceeding › Article in proceedings › Research › peer-review

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.

Original language	English
Title of host publication	High Tech Concrete: Where Technology and Engineering Meet : Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017
Publisher	Springer
Publication date	2017
Pages	2144-2151
DOIs	https://doi.org/10.1007/978-3-319-59471-2_245
Publication status	Published - 2017
Event	fib Symposium 2017 - Maastricht, Netherlands Duration: 12 Jun 2017 → 14 Jun 2017

Conference

Conference	fib Symposium 2017
Country/Territory	Netherlands
City	Maastricht
Period	12/06/2017 → 14/06/2017

Keywords

Fatigue
Degradation
Concrete
Probability of failure

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10.1007/978-3-319-59471-2_245

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Saucedo-Mora, L., & Thöns, S. (2017). Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation. In High Tech Concrete: Where Technology and Engineering Meet: Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017 (pp. 2144-2151). Springer. https://doi.org/10.1007/978-3-319-59471-2_245

Saucedo-Mora, Luis ; Thöns, Sebastian. / Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation. High Tech Concrete: Where Technology and Engineering Meet: Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017. Springer, 2017. pp. 2144-2151

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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.",

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Saucedo-Mora, L & Thöns, S 2017, Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation. in High Tech Concrete: Where Technology and Engineering Meet: Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017. Springer, pp. 2144-2151, fib Symposium 2017, Maastricht, Netherlands, 12/06/2017. https://doi.org/10.1007/978-3-319-59471-2_245

Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation. / Saucedo-Mora, Luis; Thöns, Sebastian.
High Tech Concrete: Where Technology and Engineering Meet: Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017. Springer, 2017. p. 2144-2151.

Research output: Chapter in Book/Report/Conference proceeding › Article in proceedings › Research › peer-review

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KW - Probability of failure

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Saucedo-Mora L, Thöns S. Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation. In High Tech Concrete: Where Technology and Engineering Meet: Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017. Springer. 2017. p. 2144-2151 doi: 10.1007/978-3-319-59471-2_245

Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine Concrete Shaft, Considering Corrosion and Freeze and Thaw Degradation

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Keywords

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