Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autoren

  • Corinne Otto
  • Kerstin Elsmeier
  • Ludger Lohaus

Organisationseinheiten

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Details

OriginalspracheEnglisch
Titel des SammelwerksHigh Tech Concrete
UntertitelWhere Technology and Engineering Meet - Proceedings of the 2017 fib Symposium
Herausgeber/-innenDick A. Hordijk, Mladena Lukovic
Herausgeber (Verlag)Springer International Publishing AG
Seiten1401-1409
Seitenumfang9
ISBN (elektronisch)978-3-319-59471-2
ISBN (Print)978-3-319-59470-5
PublikationsstatusVeröffentlicht - 2018
Veranstaltung2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet - Maastricht, Niederlande
Dauer: 12 Juni 201714 Juni 2017

Publikationsreihe

NameHigh Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium

Abstract

In an extensive number of fatigue tests on high-strength grout, carried out with a rather high testing frequency (fP = 10 Hz), a strong increase in the specimen's temperature in connection with a premature failure has been observed. The heating of the specimens depends on various influencing factors like the type of cementitious material, specimen size and testing frequency. One of the possible reasons for this premature failure is the interacting effect of the increasing temperature together with the dehydration process on the compressive strength. The results of some screening tests regarding these possible correlations are presented in this contribution. To carry out high-cycle fatigue tests in an adequate testing time, it is necessary to use higher frequencies, which are leading to specimen's warming. Therefore, a temperature related testing procedure with varying testing frequencies was developed and will be presented. The testing procedure will be checked by evaluating the ultimate numbers of cycles to failure and the temperature development during the fatigue test, especially the reaching of a constant warming-rate during each frequency step.

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Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout. / Otto, Corinne; Elsmeier, Kerstin; Lohaus, Ludger.
High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. Hrsg. / Dick A. Hordijk; Mladena Lukovic. Springer International Publishing AG, 2018. S. 1401-1409 (High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Otto, C, Elsmeier, K & Lohaus, L 2018, Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout. in DA Hordijk & M Lukovic (Hrsg.), High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium, Springer International Publishing AG, S. 1401-1409, 2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet, Maastricht, Niederlande, 12 Juni 2017. https://doi.org/10.1007/978-3-319-59471-2_161
Otto, C., Elsmeier, K., & Lohaus, L. (2018). Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout. In D. A. Hordijk, & M. Lukovic (Hrsg.), High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium (S. 1401-1409). (High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium). Springer International Publishing AG. https://doi.org/10.1007/978-3-319-59471-2_161
Otto C, Elsmeier K, Lohaus L. Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout. in Hordijk DA, Lukovic M, Hrsg., High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. Springer International Publishing AG. 2018. S. 1401-1409. (High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium). doi: 10.1007/978-3-319-59471-2_161
Otto, Corinne ; Elsmeier, Kerstin ; Lohaus, Ludger. / Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout. High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. Hrsg. / Dick A. Hordijk ; Mladena Lukovic. Springer International Publishing AG, 2018. S. 1401-1409 (High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium).
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abstract = "In an extensive number of fatigue tests on high-strength grout, carried out with a rather high testing frequency (fP = 10 Hz), a strong increase in the specimen's temperature in connection with a premature failure has been observed. The heating of the specimens depends on various influencing factors like the type of cementitious material, specimen size and testing frequency. One of the possible reasons for this premature failure is the interacting effect of the increasing temperature together with the dehydration process on the compressive strength. The results of some screening tests regarding these possible correlations are presented in this contribution. To carry out high-cycle fatigue tests in an adequate testing time, it is necessary to use higher frequencies, which are leading to specimen's warming. Therefore, a temperature related testing procedure with varying testing frequencies was developed and will be presented. The testing procedure will be checked by evaluating the ultimate numbers of cycles to failure and the temperature development during the fatigue test, especially the reaching of a constant warming-rate during each frequency step.",
keywords = "Fatigue resistance, High-strength-grout, Temperature effects, Testing procedure, Warming of specimen",
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Download

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AU - Otto, Corinne

AU - Elsmeier, Kerstin

AU - Lohaus, Ludger

N1 - Publisher Copyright: © Springer International Publishing AG 2018. Copyright: Copyright 2021 Elsevier B.V., All rights reserved.

PY - 2018

Y1 - 2018

N2 - In an extensive number of fatigue tests on high-strength grout, carried out with a rather high testing frequency (fP = 10 Hz), a strong increase in the specimen's temperature in connection with a premature failure has been observed. The heating of the specimens depends on various influencing factors like the type of cementitious material, specimen size and testing frequency. One of the possible reasons for this premature failure is the interacting effect of the increasing temperature together with the dehydration process on the compressive strength. The results of some screening tests regarding these possible correlations are presented in this contribution. To carry out high-cycle fatigue tests in an adequate testing time, it is necessary to use higher frequencies, which are leading to specimen's warming. Therefore, a temperature related testing procedure with varying testing frequencies was developed and will be presented. The testing procedure will be checked by evaluating the ultimate numbers of cycles to failure and the temperature development during the fatigue test, especially the reaching of a constant warming-rate during each frequency step.

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