Preliminary High-Temperature Tests of Textile Reinforced Concrete (TRC) †
Abstract
:1. Introduction
2. Materials and Methods
3. Results and Discussion
3.1. High Temperature Effect on Mortars
3.2. Fire Testing Effect on TRC
4. Conclusions—Future Work
- Extremely costly equipment is not always necessary to perform fire tests, but, at least for preliminary tests, interesting and useful results can be obtained with simple set-ups like the ones presented hereby, as long as an adequate number of specimens are tested.
- Fine grained mortars, as the ones described here, have a thermal conductivity that may provide a drop in temperature equal to 600–750 °C, in a member of only 22 mm thick.
- Mechanical performance of TRC specimens, before and after being subjected to fire-loading (with simple and more complicated set-ups). Parameters such as the cover thickness, the type of fibers, the time/temperature of exposure to fire, the moisture content of the specimens and the coating of the fibers should also be taken into consideration.
- Calibration of curves that correlate the Ultrasonic Pulse Velocity measured on fine grained mortars commonly used for TRC elements, with the compressive and flexural strength of the mortars.
Author Contributions
Acknowledgments
References
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Kapsalis, P.; Tysmans, T.; Verbruggen, S.; Triantafillou, T. Preliminary High-Temperature Tests of Textile Reinforced Concrete (TRC). Proceedings 2018, 2, 522. https://doi.org/10.3390/ICEM18-05416
Kapsalis P, Tysmans T, Verbruggen S, Triantafillou T. Preliminary High-Temperature Tests of Textile Reinforced Concrete (TRC). Proceedings. 2018; 2(8):522. https://doi.org/10.3390/ICEM18-05416
Chicago/Turabian StyleKapsalis, Panagiotis, Tine Tysmans, Svetlana Verbruggen, and Thanasis Triantafillou. 2018. "Preliminary High-Temperature Tests of Textile Reinforced Concrete (TRC)" Proceedings 2, no. 8: 522. https://doi.org/10.3390/ICEM18-05416
APA StyleKapsalis, P., Tysmans, T., Verbruggen, S., & Triantafillou, T. (2018). Preliminary High-Temperature Tests of Textile Reinforced Concrete (TRC). Proceedings, 2(8), 522. https://doi.org/10.3390/ICEM18-05416