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  1. Alpete1430

    Practical application of Remote point behaviour

    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...
  2. Alpete1430

    Changing Contact from Frictional to Bonded in the same analysis

    Thank you L_K and Erik, I'll look into the suggestions provided. Regards, Alpete
  3. Alpete1430

    Changing Contact from Frictional to Bonded in the same analysis

    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...
  4. Alpete1430

    Not able to insert Beam tool in Ansys 19.1

    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...
  5. Alpete1430

    Type of Mesh for Elastic-Plastic analysis

    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...
  6. Alpete1430

    Moment not being taken when defined with a remote point

    Thank You LK. I will definitively try this and report it back to you.
  7. Alpete1430

    Moment not being taken when defined with a remote point

    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...
  8. Alpete1430

    Type of mesh for Elastic-Plastic analysis

    Thank you TGS4. I'll look into it.
  9. Alpete1430

    Type of mesh for Elastic-Plastic analysis

    Hi Karachun, Thank you for the clarification.
  10. Alpete1430

    Type of mesh for Elastic-Plastic analysis

    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...
  11. Alpete1430

    ASME Sec VIII D2 (Elastic-Plastic analysis)

    Thank you NRPP9, I will look into this.
  12. Alpete1430

    ASME Sec VIII D2 (Elastic-Plastic analysis)

    I will look into the paper TGS4. I would appreciate if you can guide me to some online courses that impart the specific knowledge I'm looking for. Thanks in advance.
  13. Alpete1430

    ASME Sec VIII D2 (Elastic-Plastic 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...
  14. Alpete1430

    ASME Sec VIII Div-2 Design by analysis (Part-5)

    Thank you TGS4 for the advice. I will update the standard to the current one. Regards, Alpete1430
  15. Alpete1430

    ASME Sec VIII Div-2 Design by analysis (Part-5)

    Thank you TGS4. Is it also important for elastic analysis also? Because the stresses and deformations will still stay in the elastic region itself right? Alpete1430
  16. Alpete1430

    ASME Sec VIII Div-2 Design by analysis (Part-5)

    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...
  17. Alpete1430

    ASME Sec VIII div 3

    Dear TGS4, Thank you for your feedback. The Design Allowable Stress Paragraph of ASME Sec VIII, Div-2 talks about the following for hydrostatic test pressure condition: Pm ≤ 0.95Sy Pm+Pb ≤ 1.43Sy (for Sy ≤ 0.67Sy) Pm+Pb ≤ (2.43Sy - 1.5Pm) (for 0.67Sy < Sy <0.95Sy) And I can derive Primary...
  18. Alpete1430

    ASME Sec VIII div 3

    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...

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