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Differences between the fatigue behaviour of high-strength grout and high-strength concrete

  • Corinne Otto*
  • , Nadja Oneschkow
  • , Ludger Lohaus
  • *Corresponding author for this work

Research output: Chapter in book/report/conference proceedingConference contributionResearchpeer review

Abstract

High-strength grouts are commonly used in the wind energy industry, where they are exposed to high cyclic loading. The latest scientific results (e.g. Elsmeier et al. 2016) indicate a different fatigue behaviour of high-strength grout compared to high-strength concrete. The main differences between the composition of high-strength grout and high-strength concrete is the paste content and the maximum grain size. Fatigue tests with two high-strength grouts and one high-strength concrete were carried out to investigate differences in the fatigue behaviour. The high-strength grouts have the same paste content but a different maximum grain size. The high-strength concrete has a lower paste content and a larger maximum grain size. Within the scope of this paper, the difference in the fatigue behaviour is analysed using the numbers of cycles to failure, the temperature development, the hysteresis loops and the dissipated energy. Results concerning differences in the fatigue behaviour between high-strength grout and high-strength concrete are presented in this paper. The results are analysed particularly regarding the influence of the paste content and the maximum grain size.

Original languageEnglish
Title of host publicationProceedings of the fib Symposium 2019
Subtitle of host publicationConcrete - Innovations in Materials, Design and Structures
EditorsWit Derkowski, Piotr Krajewski, Piotr Gwozdziewicz, Marek Pantak, Lukasz Hojdys
PublisherInternational Federation for Structural Concrete
Pages1936-1943
Number of pages8
ISBN (Electronic)978-294064300-4
ISBN (Print)9782940643004
Publication statusPublished - May 2019
Eventfib Symposium 2019: Concrete - Innovations in Materials, Design and Structures - Krakow, Poland
Duration: 27 May 201929 May 2019

Publication series

Namefib Symposium
ISSN (Print)2617-4820

Conference

Conferencefib Symposium 2019: Concrete - Innovations in Materials, Design and Structures
Country/TerritoryPoland
CityKrakow
Period27 May 201929 May 2019

Keywords

  • Dissipated energy
  • High-strength concrete
  • High-strength grout
  • Hysteresis loop
  • Temperature development

ASJC Scopus subject areas

  • Building and Construction
  • Architecture
  • Civil and Structural Engineering

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