<![CDATA[Cervenka Consulting Forums — Monotoring Point Component]]> 2012-11-09T08:17:37Z PunBB https://forums.cervenka.cz/viewtopic.php?id=591 <![CDATA[Re: Monotoring Point Component]]> thank u ...:)

]]> https://forums.cervenka.cz/profile.php?id=15374 2012-11-09T08:17:37Z https://forums.cervenka.cz/viewtopic.php?pid=1571#p1571 <![CDATA[Re: Monotoring Point Component]]> Dear asfeiza, normally, 1 corresponds to the X direction, 2 to Y, 3 to Z (e.g., for displacements). In case of, e.g., stresses where there are 6 components, the first 3 are the XX, YY, ZZ axial components, the remaining 3 are the shear components (XY, YZ, XZ).

Please do not forget that for shell elements, the values are displayed in the local shell coordinates (Z = thickness direction).

]]> https://forums.cervenka.cz/profile.php?id=4 2012-11-05T15:03:41Z https://forums.cervenka.cz/viewtopic.php?pid=1553#p1553 <![CDATA[Monotoring Point Component]]> Hello...

how to select Component in the value of monotoring point...is it every component have a difference value....how to know the every component represent what value?
tq

]]> https://forums.cervenka.cz/profile.php?id=15374 2012-11-03T13:37:06Z https://forums.cervenka.cz/viewtopic.php?pid=1548#p1548