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Hi L K, Thanks for the response. I think splitting the faces may be the best solution to this. I was hoping that I could get a single plot or graph which would show the distribution rather than having to have several/many different force reactions. In terms of integrating the surface stresses...

Hi Folks, I am using ANSYS Mechanical and have a question regarding force reactions. Is there a way to plot how a force is distributed over a fixed support? To give a bit of background to my specific problem, I work for a Naval Architect consultancy and I am designing a transit cradle...

Hey guys, Thanks for the responses. It's greatly appreciated. We pull tested each pad-eye (of four) to 15 tonnes which was essentially the 8.76 tonnes with a 1.75 safety factor on top. Cheers, Ian

Hi Folks, Thanks for the responses. Chicopee, I think I am confused also! I have taken the SWL load to basically mean the maximum load that the pad-eye is designed to take (this may be incorrect). This is the dead weight * a skew factor * dynamic amplification factor * environmental loading...

Hi Folks, I am unsure as to what weight I should stamp a S.W.L. on a pad-eye. It is designed to hold a dead weight of 5 tonnes however when addition factors are added (skew loads, dynamic loads etc.) this rises to 8.76 tonnes. I'm not sure whether I should have the former or the latter...

Hello Everyone, I am relatively new to the world of ANSYS (I just started a graduate scheme this year as a tidal energy engineer). I have spent the most of my ANSYS experience using ANSYS Mechanical but I'm just starting to use the other tools the package has to offer also. I wish to set up an...

Also, this is an image with one panel supressed. The green face is the one which I wish to make the frictional contact with, however I can't find the way to do it!http://files.engineering.com/getfile.aspx?folder=80355686-c67b-478e-98a8-bc5d5588365e&file=desired_contact_face.jpg

PS, The loads are hydrostatic pressure loads. The panels are at different depths and therefore I would expect different deformation from the two and hence 'slip' between them in the middle.

Hi Flash, Thanks very much for the reply. It seems like you have a decent grasp of what I am attempting to do but I have attached an image nonetheless. This shows the deformation results I am getting. The model has 6 steel 'stools' upon which are mounted two panels which are separate bodies...

Hello Everyone, I have an issue in a static structural analysis. I am designing a structure which is to be manufactured from many similar plates closely fitted together. I have drawn this within the CAD package that I use with the edges of each plate being coincident with the next one. Now...

Hi Alex, Thanks very much for the advice. I am relatively new to ANSYS so I am currently going through a steep learning curve! Cheers, Ian

Hi all, I am having issues with a hydrostatic analysis I am conducting using ANSYS Structural. My geometry consists of several parts which are all constructed out of surfaces. These surfaces are then interconnected using a variety of mesh connections and contact regions. However when trying to...

Hi all, I am relatively new to ANSYS and I have version 14.5. Whilst trying to conduct a Static Structural analysis on a fairly large (c.30,000 elements) structure I am receiving an error which suggests using the ENORM command which is apparently found under PREP7 command heading??? I'm a...