Details
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 10th fib International PhD Symposium in Civil Engineering |
| Editors | Nicolas Rouleau, Josee Bastien, Mathieu Fiset, Mathieu Thomassin |
| Pages | 137-142 |
| Number of pages | 6 |
| ISBN (electronic) | 9782980676215 |
| Publication status | Published - 2014 |
| Event | 10th International Federation for Structural Concrete (fib) International PhD Symposium in Civil Engineering 2014 - Quebec City, Canada Duration: 21 Jul 2014 → 23 Jul 2014 |
Publication series
| Name | Proceedings 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 subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Engineering(all)
- Architecture
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Proceedings of the 10th fib International PhD Symposium in Civil Engineering. ed. / Nicolas Rouleau; Josee Bastien; Mathieu Fiset; Mathieu Thomassin. 2014. p. 137-142 (Proceedings of the 10th fib International PhD Symposium in Civil Engineering).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Temperature development of concrete due to fatigue loading
AU - Elsmeier, Kerstin
AU - Lohaus, Ludger
PY - 2014
Y1 - 2014
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=85015397794&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85015397794
T3 - Proceedings of the 10th fib International PhD Symposium in Civil Engineering
SP - 137
EP - 142
BT - Proceedings of the 10th fib International PhD Symposium in Civil Engineering
A2 - Rouleau, Nicolas
A2 - Bastien, Josee
A2 - Fiset, Mathieu
A2 - Thomassin, Mathieu
T2 - 10th International Federation for Structural Concrete (fib) International PhD Symposium in Civil Engineering 2014
Y2 - 21 July 2014 through 23 July 2014
ER -