multiPlas - Dynardo GmbH
multiPlas - Dynardo GmbH
multiPlas - Dynardo GmbH
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3.3.6.3 Temperature dependency<br />
Information on the temperature dependencies of the material behaviour are included in DIN EN 1992-1-2<br />
[6-11]. As an example the temperature dependencies from pressure level are shown in Fig. 3-14, Fig.<br />
3-15 and Tab. 3-1.<br />
rel. compression strength<br />
bez. Druckfestigkeit<br />
1<br />
0,9<br />
0,8<br />
0,7<br />
0,6<br />
0,5<br />
0,4<br />
0,3<br />
0,2<br />
0,1<br />
0<br />
Betondruckfestigkeitsentwicklung<br />
quarzh. Zuschläge<br />
kalksteinh. Zuschläge<br />
0 100 200 300 400 500 600 700 800 900 1000 1100 1200<br />
temperature Temperatur (°C)<br />
Fig. 3-14 Temperature dependency of concrete pressure resistance from [6-11]<br />
compression strain<br />
Stauchung<br />
0,05<br />
0,045<br />
0,04<br />
0,035<br />
0,03<br />
0,025<br />
0,02<br />
0,015<br />
0,01<br />
0,005<br />
0<br />
temperaturabhängige Stauchungen<br />
0 100 200 300 400 500 600 700 800 900 1000 1100 1200<br />
temperature Temperatur (°C)<br />
Fig. 3-15 Temperature dependency of concrete compression strain from [6-11]<br />
εml<br />
εr<br />
20<br />
USER’S MANUAL, January, 2013
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