1999
DOI: 10.1068/htwu36
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A measuring method for the determination of linear thermal expansion of porous materials at high temperatures

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Cited by 12 publications
(9 citation statements)
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“…4 showed that in the range of lower temperatures the measured data corresponded well with the common α values known for cement mortar and concrete (Toman et al 1999;Toman and Černý 2001) and also for higher temperatures the observed changes were not very dramatic. The minima at approximately 500 °C and 800 °C are most probably a consequence of decomposition reactions in the cement binder, namely calcium hydroxide in the first case and calcium carbonate in the second (Toman et al 1999). …”
Section: Resultssupporting
confidence: 60%
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“…4 showed that in the range of lower temperatures the measured data corresponded well with the common α values known for cement mortar and concrete (Toman et al 1999;Toman and Černý 2001) and also for higher temperatures the observed changes were not very dramatic. The minima at approximately 500 °C and 800 °C are most probably a consequence of decomposition reactions in the cement binder, namely calcium hydroxide in the first case and calcium carbonate in the second (Toman et al 1999). …”
Section: Resultssupporting
confidence: 60%
“…The high-temperature measurements of linear thermal expansion coefficient α were performed using the method proposed in Toman et al (1999). The measuring device is based on the application of a comparative technique.…”
Section: Linear Thermal Expansion Coefficientmentioning
confidence: 99%
“…The linear thermal expansion coefficient increased with the temperature up to 300 • C (Figure 9), but even in its maximum it was lower than for common Portland cement mortar [18]. In the temperature range of 300-600 • C it decreased fast so that at 600 • C it was lower than at room temperature.…”
Section: Linear Thermal Expansion Coefficientmentioning
confidence: 83%
“…The (T ) functions determined up to 1000 • C for cement mortar in [18] and high performance concrete in [24] were similar in shape to the studied aluminosilicate material but up to 50% higher in the whole temperature range. As lower thermal strain generally results in lower thermal stress, thus in lower risk of failure of a building element subjected to one-sided heating, the thermomechanical behavior of the alkali-activated aluminosilicate composite studied in this paper can be characterized as better than that of Portland cement-based composites.…”
Section: Linear Thermal Expansion Coefficientmentioning
confidence: 94%
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