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Showing results for tags 'result'.
Found 8 results
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Hello Everyone, I would like to know what is the difference between Elemental System, Global System, Analysis System. I am interested in this since hypermesh allows to extract (strains,stress,element forces etc) from each of these systems. I regularly use the one that is by default "Element system" but I want to understand what is the difference between them and what can I obtain different of each of them. Thank you for your time!
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Hello everyone, I want to create a script, which takes data from binary files (e.g. binout from LS-Dyna, it stores curve data), computes it (e.g. find the maximum value of a curve) and create a result file, which can be used in HyperView (e.g. as a result for a contour plot). To be more specific, I want to create a contour plot for spot weld elements, which contains maximum values (constant over time) of spot weld forces, which are given in a binary output file from LS-Dyna. I did not find an easy solution for this task, therefor I tried to break it down. This describes my plan backwards from the finish to the start: - To create a contour plot from custom data, I can use an XML file, which defines my datatype (see "HyperWorks Result Math/Creating New Datatypes") - To access data, which will be used for the new datatype, I can create a TCL Plugin or use TCL commands respectively - The data is contained in a binary file. I want to either use HW TCL commands to access the LS-Dyna binary output directly or use the commands to access an Altair Binary Format file (ABF), which might be easier - If I want to use the ABF file, I have to translate the LS-Dyna binary output file via HGTRANS first Further applications could be the storage of the computed values as *.csf file, therefor I am really interested in the reading of this data. Since I am really new to this topic, I would need some opinions and tips for this. Makes the whole process sense or is there an easier way? Which TCL or HW TCL commands can I use to access data in a binary file (LS-Dyna Binout or ABF)? Thank you. Update 1: I wrote a script to access curves, which are plotted in HyperGraph, and store them in a database array. Then I write the data into a CSV file, to evaluate it with Excel. I think this was the easy part. The next question is, how do I read curve data from binary files? Can anyone help? -
I have run Nastan Sol400 calculation. However I am unable to load .dat model and .op2 files in HyperView. Nastran input deck was created using Beta CAE ANSA but this shouldn't be the issue. I am also able to pull out the model and result in Beta CAE Meta. Any suggestions?
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Hi, Please how can i see the curve ( itérations ) of my objective function in hyperview after a topology optimization ? I THINK THAT WE CAN USE THE FILE .MVW but i dont know how exactly Thank you -
SIR, My aim is to do the size optimization of the Tower of Rod Element.The end results only shows output of Result Type as displacement & stresses not of element thickness or radius.What to do?can i do the size optimization over the problem or is it not possible.Please resolve the problem. SIZE-01.fem SIZE-01.hm SIZE-01.mvw
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Hi, I am using the Incremental Radioss in Hyperform. It would be of great help if you could help me with the procedure for adding or editing the FLC curve (forming limit curve) for the material in hyperform. The tutorial says it has an option for FLC under the setup tool. But I could not find that option in the setup menu. I am using the Hyperform 2017 full version. kindly guide me. Also, can you kindly help me with evaluating the result file. I am not getting the .res file even after the simulation gets over. How do I get the .res files? Or how can I evaluate the results without that file. Thank you and help me as soon as possible. -
Hi Everyone, I am working with Optistruct for my Linear/Static Analysis, I am doing Topology Optimization in my model but before I wanted to check whether my model is working regarding with displacement or stress result for my BCs. but after analysis result it shows nothing every displacement result is zero and no change. Can anyone take a look into my model whats wrong or what change I have to make. I used Hex mesh, with 4 Loadcases and one constraint. I have attached my model for the expect reference. It would be much apprieciated if i get any positive response. Thank you in advance. Regards, Muthu. -
What is the meaning some of the results such as mass and node mass or density ? And what other things we should check in explicit analysis apart from what we need such as displacement and stress.
