Sir Ahmad i did like your object but i fond some mastic can tell me what should i do ? the error is (Node 1195 instance column-1 has two rigid body reference nodes 3 (assembly) and 2 (assembly). A node may be associated with only one rigid body)
Sir What is the difference between tie(nodes) and pin( nodes)? Which one would be better for a CFST Column- concrete filled steel column with outer steel tube and inner concrete core Please reply 🙏
Tie transmits all of the node degrees of freedom to the attached body. Pin transmits only translational degrees of freedom. The choice depnds on the mechanism being simulated. A good illustration is show here: catiadoc.free.fr/online/anlug_C2/anlugprtconstraints.htm
Thank you sir, i have a problem in my work , please my question is ((can i create a reference point RP-2 for the column-top in (0,2000,0) and tie him to the appropriate surface . if i have a pressure load in this surface for example ? )) . Thank you very much again.
Amazing work, you have just saved my degree
why it is required to create reference point and what does it mean to connect it to the surface,
i mean what is the benefit out of it?
Thank you for the video. Can you help with how put a constraint of an undeformable shell with a deformable part
There is same way that we can use a control point in a block in movement in abaqus? Making the control point move with the block
Sir Ahmad i did like your object but i fond some mastic can tell me what should i do ? the error is (Node 1195 instance column-1 has two rigid body reference nodes 3 (assembly) and 2 (assembly). A node may be associated with only one rigid body)
perfect videos, hello sir , may you share some videos about bridges or bridge deck designing as well , i would like to learn more pls
Sir, why are we adding constraints ? Can't we apply the loads and bc directly ?
It seems to prevent stress concentration, but the other videos teach you to use coupling constraints
in which videos he used coupling constraint? @@苗佳旭
Sir
What is the difference between tie(nodes) and pin( nodes)?
Which one would be better for a CFST Column- concrete filled steel column with outer steel tube and inner concrete core
Please reply 🙏
Tie transmits all of the node degrees of freedom to the attached body. Pin transmits only translational degrees of freedom. The choice depnds on the mechanism being simulated. A good illustration is show here: catiadoc.free.fr/online/anlug_C2/anlugprtconstraints.htm
Thank you sir, i have a problem in my work , please my question is ((can i create a reference point RP-2 for the column-top in (0,2000,0) and tie him to the appropriate surface . if i have a pressure load in this surface for example ? )) . Thank you very much again.
You can assign a an equivelant load to the RP.
@@AElkady thank you very much sir for reply.
@@AElkady Can I use only one reference point and tie him to multiple appropriate surfaces spaced out that have the same pressure?
Node 2654 instance column-1 has two rigid body reference nodes 3 (assembly) and 2 (assembly). A node may be associated with only one rigid body
It seems you made a double assignment for a reference point. Please check your constraints definitions within the interaction module.
This was really helpful, thank you!
can we change the position of the origin point?
Not sure what you mean by "origin point". You can always move parts with respect to the datum corrdinates.
Thank you sir for this video.
Thanks for nice tutorial.
you saved me