Hi Pete
>> If you are designing "thin" parts you will need internal webbing to locally stiffen the section as it deflects. If the part is "thick" it maintains its shape at the desired max deflection. Thin and thick are relative. Early models are comparative only to gain insight and direction on how the part is best made. Depending on the manufacturing route will shape how the part looks.
How do you suggest I add webbing? Because the way it goes, I will probably end up with parts that are 100mm thick made of UHPC (or possibly EG). Do you use a metal?
Hi Ard
I am also comparing different sim runs in fusion. I also maintain an excel so its easy to compare multiple runs.
I guess what you are trying to do is to get the max stiffness out of a given mass of the material. Probably you have set the limit on mass based on the cost? But wouldn't it be a waste if the max stiffness you get from this is not enough for the machine? I am convinced that given the the effort, money I put to this machine, I do not want to sacrifice accuracy too much. And I like to get 50 as Craig suggested some time back.
thanks for the information on cement and products you found. Holcim is a major player in SL, so I will contact them to see if they have 'dynamax xrd'. The ones you have listed look promising too. Not sure why I missed those.
Also I found following two which is available in SL:
https://assets.master-builders-solut...ow-810-tds.pdf
https://cdnmedia.mapei.com/docs/libr...rsn=3af6b05b_0
As usual they dont have the elastic modulus specified, so asked the manufacturer but no reply yet.
CTS cement from US sent me attached test report for their product https://www.ctscement.com/product/cement-all. They dont have this info for the cement Pete suggested.