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Recent content by Databor
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SOL129 limitations
Hi Onda, I´ve been a trying to create the displacements vector but I´m not able to do it. I follow all steps in Patran. I attach the results file, I make a quick plot of displacements translational, I go to Fields and select: Action: Create Object: Spatial Method: FEM FEM Field Definition... -
SOL129 limitations
Hi Onda, sorry for the repeated post, I have sent it twice. Well, as you said it doesn´t seem so hard, I will try it and I will tell you how it goes. Anyway I don´t know if my superior will accept it as stresses are taken from a linear analysis. I really have no too many options. I have used... -
SOL129 limitations
Hi, first at all, thank you very much for your answers. I´ve been quite bussy these days, so I haven´t been able to answer you. @ZeroExperience: Maybe I´ll have a answer from MSC support, I´m trying to get in contact with them. I´ve been told that SOL400 should work, but I haven´t been able of... -
SOL129 limitations
Hi, first at all, thank you very much for your answers. I´ve been quite bussy these days, so I haven´t been able to answer you. @ZeroExperience: Maybe I´ll have a answer from MSC support, I´m trying to get in contact with them. I´ve been told that SOL400 should work, but I haven´t been able of... -
SOL129 limitations
I forgot to mention that I´m using MSC Nastran 2012 -
SOL129 limitations
Hello, I´m performing dynamic buckling analysis in a composite shell. I´m using Nastran SOL129, but I´m facing some difficulties in the analysis. I have enabled large displacements in order to appreciate the buckling. I get perfectly the buckling shape, so it works pretty well in that way, but...
