Mishal

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Mishal
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  • If the geometry is simplistic, meaning that it is a basic retaining wall without any curves and/or funny geometry, you can then just model it using 2D using beam elements of unit length. With a little post processing you will be able to get the resu…
  • The displacements just present the mode shape and have to relevance to any actual displacement. Normalized mode shapes can also be used as in an input to some of the transient solvers. Calculix does give the mass participations, this is be found in…
  • Hi Guys, Thanks for all the comments. The epoxy is used on a vibrating screen. I intend on taking measurements using an accelerometer at various locations and using this information to calibrate to a bolted connection and thus I can develop an em…
  • Hi gwillis Can you please show an image or a model as it is difficult to tell what you are aiming for. A cross shape for two bars would have 5 possible locations for bolting which of these should be free to rotate?
  • Thanks for the comments guy!
  • JohnM, thanks for your response. Are you guys generally using brick meshes or surface meshes? I am not sure about Solidworks and Inventor, but FreeCAD cannot create a midsurface from a 3D model. The fixing up of my models usually pertains to develop…
  • Hi Sergio Out of curiosity why didn't you just use beam elements for the model, and design all the structural members and lugs using design codes?
  • A Bit expensive, but the below book is pretty good, works in-conjunction with design codes. https://www.amazon.com/Finite-Element-Design-Concrete-Structures-2nd/dp/0727741896
  • Hi Guys Just my opinion on the aspect of designing concrete, being a structural engineer. I previously did design work on coal pre-cast bunkers, in general we would model using beam and shell elements (without reinforcement), however design was n…
  • Thanks guys, appreciate the replies
  • Hi Jalal I have done something in the past which may help, it was for conveyor design. What I did was to develop a program in excel which created a .liml file (which is text readable). This file basically developed the entire model (including loadi…
  • Will there be a feature that allows one to view mass participation? If not, it would be nice to have such a feature
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