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Torque/Moment load application
Verfasst: Fr 1. Jun 2012, 15:02
von peterpoon
Hello,
I am learning to use you the Z88 software and I am wondering if it is possible to implement a torque/moment load on nodes as a loadcase. I don't find this possibility in the list.
Thank you
Re: Torque/Moment load application
Verfasst: Fr 1. Jun 2012, 18:48
von hanne12
Hello Peter,
generally you can setup 6 degrees of freedom per Node:
1 linear X-axis
2 linear Y-axis
3 linear Z-axis
4 rotation X-axis
5 rotation Y-axis
6 rotation Z-axis
For each degree you can adjust:
1 force/moment
2 displacement/rotation degree
Some example:
8 1 1 21870 # Node8 X-axis(linear) Force Value21870
9 4 2 0 # Node9 X-axis(rotation) locked
10 5 1 1000 #Node10 introduce Y-axis moment of 1000 (no unit)
In each case you have to be sure, that your element handle moments.
Best greetings,
Hanne12
Re: Torque/Moment load application
Verfasst: So 3. Jun 2012, 19:32
von mz15
Hello Peter,
hanne12 hat geschrieben:
In each case you have to be sure, that your element handle moments.
hanne12 is absolutely right. Currently, only the structural elements can handle moments. Radial boundary conditions for 3D-elements are not available.
Best greetings,
Markus Zimmermann
Re: Torque/Moment load application
Verfasst: Mo 4. Jun 2012, 10:03
von peterpoon
Thank you for your responses.
Do you have an idea if it will be available for 3D Elements in the next version of the software ?
Re: Torque/Moment load application
Verfasst: Di 5. Jun 2012, 12:18
von auroraIco
This is not a question of Versions. 3D elements like tetrahedron only have 3 degrees of freedom. For boundary conditions you have to convert moments in forces via lever arm.
Greetings aurora_ico
Re: Torque/Moment load application
Verfasst: Mi 20. Jun 2012, 12:15
von peterpoon
Thank you,
Is there 3D element available in Z88 that could manage 6dof loads ? If not, is it existing ?
Re: Torque/Moment load application
Verfasst: Mi 20. Jun 2012, 15:59
von MNeidnicht
Hi peterpoon,
no, there is no volume-element with 6dof. Neither z88, or in other fea-tools. At least I've never seen. As auroraico said: There is no need to use torques in volume-elements, because they must change their shape to accommodate a bend. And this change can be sufficiently described with three coordinates.
Kind regards.
Martin Neidnicht