multiPlas - Dynardo GmbH
multiPlas - Dynardo GmbH
multiPlas - Dynardo GmbH
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Tab. 3-1 Temperature dependency of concrete material values from [6-11]<br />
In <strong>multiPlas</strong> up to 11 temperatures-pressure points and respective strains εm can be predefined. The<br />
associated limit strains are assumed according to Tab. 3-1. Interim values are linearly interpolated.<br />
The temperature dependency of the concrete tensile strength is implemented in <strong>multiPlas</strong> using the Data<br />
from [6-11] (s. Fig. 3-16).<br />
rel.<br />
bezogene<br />
tensile strength<br />
Betonzugfestigkeit<br />
1,2<br />
1<br />
0,8<br />
0,6<br />
0,4<br />
0,2<br />
0<br />
TtA<br />
0 100 200 300 400 500 600 700 800<br />
temperature Temperatur (°C)<br />
Fig. 3-16 Temperature dependency of the tensile strength of concrete from [6-11]<br />
For the temperature dependency of steel reinforcement we refer to [6-11]. It can be taken into account by<br />
the standard parameters of ANSYS (tb,bkin oder tb,mkin).<br />
TtE<br />
21<br />
USER’S MANUAL, January, 2013
Change language