<abstract xmlns="http://www.w3.org/1999/xhtml">Service life of nine wind power unit pedestals, which concrete grades between C45 and C55, were studied with four different service life models. The exact service life could be calculated only with two of them with the initial data.The service life models that were used in calculations:
<list list-type="bullet"><list-item>• Factor method</list-item><list-item>• Deterioration and service life prediction of concrete subjected to freeze-thaw cycles in Na2SO4 Solution-method</list-item></list>Service life models that were considered only at theoretical level:
<list list-type="bullet"><list-item>• FIB Bulletin 34 – Model Code for Service Life Design, and</list-item><list-item>• An equation for determining freeze-thaw fatigue damage in concrete and a model for predicting the service life.</list-item></list>The latter two methods are more theoretical, and they require laboratory tests to obtain more information before the calculations can be properly executed.This article concludes that damage to concrete due to freeze-thaw cracking is still poorly known and a sufficiently accurate service life model has not yet been developed for its computational modeling. Therefore, there is a need to develop a service life model suitable for Finnish climate and concrete grades, which could be used for estimating the damage rate of an existing concrete structure.</abstract>

Service life of nine wind power unit pedestals, which concrete grades between C45 and C55, were studied with four different service life models. The exact service life could be calculated only with two of them with the initial data.The service life models that were used in calculations:
• Factor method• Deterioration and service life prediction of concrete subjected to freeze-thaw cycles in Na2SO4 Solution-methodService life models that were considered only at theoretical level:
• FIB Bulletin 34 – Model Code for Service Life Design, and• An equation for determining freeze-thaw fatigue damage in concrete and a model for predicting the service life.The latter two methods are more theoretical, and they require laboratory tests to obtain more information before the calculations can be properly executed.This article concludes that damage to concrete due to freeze-thaw cracking is still poorly known and a sufficiently accurate service life model has not yet been developed for its computational modeling. Therefore, there is a need to develop a service life model suitable for Finnish climate and concrete grades, which could be used for estimating the damage rate of an existing concrete structure.

Service Life of Concrete Pedestal without Air Entrainment

Nordic Concrete Research

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Service Life of Concrete Pedestal without Air Entrainment"}

Service life of nine wind power unit pedestals, which concrete grades between C45 and C55, were studied with four different service life models. The exact...

Service Life of Concrete Pedestal without Air Entrainment

Data publikacji: 17 lip 2021

Zakres stron: 93 - 107

Otrzymano: 31 mar 2021

Przyjęty: 16 cze 2021

DOI: https://doi.org/10.2478/ncr-2021-0008

Słowa kluczowe
Wind power, concrete, air entrainment, service life

© 2021 Niko Lindman et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Service Life of Concrete Pedestal without Air Entrainment

Data publikacji: 17 lip 2021

Zakres stron: 93 - 107

Otrzymano: 31 mar 2021

Przyjęty: 16 cze 2021

DOI: https://doi.org/10.2478/ncr-2021-0008

Słowa kluczoweWind power, concrete, air entrainment, service life

© 2021 Niko Lindman et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
Wind power, concrete, air entrainment, service life