Greetings everyone,
I have a question on the Practical applicability of Remote Point behavior in Ansys Workbench.
My question:
When do we go for Rigid behavior and deformable behavior from application point of view.
I did go through the following links recommended and I didn't get the...
Hi All,
This might sound lame but however I must ask.
Is there a way to change the Frictional contact to Bonded contact in the same analysis?
I want a frictional contact in Loadstep-1 and after that I want to execute a Bonded contact for the same frictional surfaces for Loadstep-2
Thanks in...
Hi All,
I'm working on Ansys 19.1 and I've inserted a beam through 'connection' menu with all the relevant material and geometric properties.
And I've applied pretension on the beam to simulate pretension of bolts.
The behavior of the faces used for connection is maintained as 'Rigid'.
My...
Hi all,
I'm trying to perform an Elastic-Plastic analysis to one of the systems which goes into Oil and Gas field.
It is governed by API 6A and ASME Sec VIII Div 2 'Design by analysis'.
My question is, which type of elements are good for this study and why?
Currently I'm performing an analysis...
Hi All,
I'm currently trying to solve an analysis in Ansys 19.1 (Workbench) which contains a Hub with a pipe (riser) arrangement.
The hub is arrested at the bottom by other components of the assembly and I need to apply an axial force and Moment on the other end of the riser.
I have taken a Half...
Hi all,
I'm trying to perform an Elastic-Plastic analysis to one of the systems which goes into Oil and Gas field.
It is governed by API 6A and ASME Sec VIII Div 2 'Design by analysis'.
My question is, which type of elements are good for this study and why?
Currently I'm performing an analysis...
Hi all,
Can anyone please guide me from Ansys point of view as to how can an Elastic-Plastic analysis be done in conformity to the procedures given in Section 5.3.3.
The Section talks about Elastic-Plastic analysis done for Protection against local failure.
How to extract the relevant parameters...
Hi,
I am working on recreating a "Pressure-Tension-Bending moment chart" similar to API 6AF charts for a non standard pressure of 6500PSI.
I had a doubt regarding one of the statements made in ASME Sec VIII Div-2 Design by analysis (part-5)
I'm referring to 2010 edition.
While considering the...
Hi all,
Greetings to everyone in the forum.
I have a question regarding ASME Sec VIII Div 3 Fig KD-240 where the figure speaks about stress linearization (linear elastic analysis).
I'm doing an analysis in ANSYS Workbench 13.0 on a pressure vessel considering testing conditions and therefore...
