Temperature development of concrete due to fatigue loading

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

Autorschaft

  • Kerstin Elsmeier
  • Ludger Lohaus

Organisationseinheiten

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Details

OriginalspracheEnglisch
Titel des SammelwerksProceedings of the 10th fib International PhD Symposium in Civil Engineering
Herausgeber/-innenNicolas Rouleau, Josee Bastien, Mathieu Fiset, Mathieu Thomassin
Seiten137-142
Seitenumfang6
ISBN (elektronisch)9782980676215
PublikationsstatusVeröffentlicht - 2014
Veranstaltung10th International Federation for Structural Concrete (fib) International PhD Symposium in Civil Engineering 2014 - Quebec City, Kanada
Dauer: 21 Juli 201423 Juli 2014

Publikationsreihe

NameProceedings of the 10th fib International PhD Symposium in Civil Engineering

Abstract

Within an extensive number of fatigue investigations carried out at the Institute of Building Materials Science, Leibniz Universität Hannover, an increase of the surface temperature of concrete specimens due to their cyclic loading has been observed. The temperature development and distribution was determined using an infrared temperature sensor and a therrnal imaging camera. Different influencing factors on the temperature development as the test frequency or the minimum and maximum compressive stress levels of the dynamic loading were investigated. In the scope of pursuing investigations, a correlation between the increase of the surface temperature and the reached ultimate numbers of cycles to failure could be determined.

ASJC Scopus Sachgebiete

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Temperature development of concrete due to fatigue loading. / Elsmeier, Kerstin; Lohaus, Ludger.
Proceedings of the 10th fib International PhD Symposium in Civil Engineering. Hrsg. / Nicolas Rouleau; Josee Bastien; Mathieu Fiset; Mathieu Thomassin. 2014. S. 137-142 (Proceedings of the 10th fib International PhD Symposium in Civil Engineering).

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

Elsmeier, K & Lohaus, L 2014, Temperature development of concrete due to fatigue loading. in N Rouleau, J Bastien, M Fiset & M Thomassin (Hrsg.), Proceedings of the 10th fib International PhD Symposium in Civil Engineering. Proceedings of the 10th fib International PhD Symposium in Civil Engineering, S. 137-142, 10th International Federation for Structural Concrete (fib) International PhD Symposium in Civil Engineering 2014, Quebec City, Kanada, 21 Juli 2014.
Elsmeier, K., & Lohaus, L. (2014). Temperature development of concrete due to fatigue loading. In N. Rouleau, J. Bastien, M. Fiset, & M. Thomassin (Hrsg.), Proceedings of the 10th fib International PhD Symposium in Civil Engineering (S. 137-142). (Proceedings of the 10th fib International PhD Symposium in Civil Engineering).
Elsmeier K, Lohaus L. Temperature development of concrete due to fatigue loading. in Rouleau N, Bastien J, Fiset M, Thomassin M, Hrsg., Proceedings of the 10th fib International PhD Symposium in Civil Engineering. 2014. S. 137-142. (Proceedings of the 10th fib International PhD Symposium in Civil Engineering).
Elsmeier, Kerstin ; Lohaus, Ludger. / Temperature development of concrete due to fatigue loading. Proceedings of the 10th fib International PhD Symposium in Civil Engineering. Hrsg. / Nicolas Rouleau ; Josee Bastien ; Mathieu Fiset ; Mathieu Thomassin. 2014. S. 137-142 (Proceedings of the 10th fib International PhD Symposium in Civil Engineering).
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