Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life

In this paper, for the case of “service life extension” with the same capacity for wind turbines, a structural safety evaluation was carried out to determine whether to extend the service life of the aged foundation. As a result of this study, it was found that the aged foundation satisfies the stru...

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Main Authors: Youn-Ju Jeong, Min-Su Park, Sung-Hoon Song, Jeongsoo Kim
Format: Article
Language:English
Published: MDPI AG 2020-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/13/4561
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spelling doaj-86354ca90e0f4015bd9701ebb7be26232020-11-25T03:12:24ZengMDPI AGApplied Sciences2076-34172020-06-01104561456110.3390/app10134561Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service LifeYoun-Ju Jeong0Min-Su Park1Sung-Hoon Song2Jeongsoo Kim3Infrastructure Safety Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang-Si, Gyeonggi-Do 10223, KoreaInfrastructure Safety Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang-Si, Gyeonggi-Do 10223, KoreaInfrastructure Safety Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang-Si, Gyeonggi-Do 10223, KoreaInfrastructure Safety Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang-Si, Gyeonggi-Do 10223, KoreaIn this paper, for the case of “service life extension” with the same capacity for wind turbines, a structural safety evaluation was carried out to determine whether to extend the service life of the aged foundation. As a result of this study, it was found that the aged foundation satisfies the structural safety of material strength, ultimate strength, fatigue life, and serviceability up to the present. Although the in-service period has been over 16 years, it has been shown that the material properties of concrete have exceeded the design strength, and no significant material deterioration has occurred. Also, structural safety could be evaluated more realistically based on actual concrete properties. In particular, it has been shown that it has a fatigue life of 40 years or more, so service life can be extended. It is expected that the methodology used in this paper will be useful not only for structural safety evaluation of the foundation in service, but also for decision-making for extending the service life. Furthermore, a more technical approach should be explored by many researchers in the future.https://www.mdpi.com/2076-3417/10/13/4561wind foundationonshorestructural safetyservice life extensionultimate strengthfatigue life
collection DOAJ
language English
format Article
sources DOAJ
author Youn-Ju Jeong
Min-Su Park
Sung-Hoon Song
Jeongsoo Kim
spellingShingle Youn-Ju Jeong
Min-Su Park
Sung-Hoon Song
Jeongsoo Kim
Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life
Applied Sciences
wind foundation
onshore
structural safety
service life extension
ultimate strength
fatigue life
author_facet Youn-Ju Jeong
Min-Su Park
Sung-Hoon Song
Jeongsoo Kim
author_sort Youn-Ju Jeong
title Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life
title_short Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life
title_full Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life
title_fullStr Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life
title_full_unstemmed Numerical Evaluation of Structural Safety for Aged Onshore Wind Foundation to Extend Service Life
title_sort numerical evaluation of structural safety for aged onshore wind foundation to extend service life
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-06-01
description In this paper, for the case of “service life extension” with the same capacity for wind turbines, a structural safety evaluation was carried out to determine whether to extend the service life of the aged foundation. As a result of this study, it was found that the aged foundation satisfies the structural safety of material strength, ultimate strength, fatigue life, and serviceability up to the present. Although the in-service period has been over 16 years, it has been shown that the material properties of concrete have exceeded the design strength, and no significant material deterioration has occurred. Also, structural safety could be evaluated more realistically based on actual concrete properties. In particular, it has been shown that it has a fatigue life of 40 years or more, so service life can be extended. It is expected that the methodology used in this paper will be useful not only for structural safety evaluation of the foundation in service, but also for decision-making for extending the service life. Furthermore, a more technical approach should be explored by many researchers in the future.
topic wind foundation
onshore
structural safety
service life extension
ultimate strength
fatigue life
url https://www.mdpi.com/2076-3417/10/13/4561
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