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Please what is the difference between applying a loading history of 0,1... and using a generated sin curve of for example 1s. amplitude =1. Why does applying the sin signal return fewer repeats than just using 0,1load history?
is concrete material database available in fe-safe. if not, how to get this material data included in fe-safe
How can i calculate specific life cycle number for my load case?
what is the difference between tosca ad atom? it's the same thing?
Is it possible to perform fatigue analysis on FE-SAFE through python scripting? Thanks
Sir can we get this topic pdf
is this app support for shell element geometry?
fe-safe supports shell elements for fatigue analysis.
Would you mind speak slowly and then it will be clearly without a , you know ,the ,and .I am sorry to say that ,but maybe important for the video
Please what is the difference between applying a loading history of 0,1... and using a generated sin curve of for example 1s. amplitude =1. Why does applying the sin signal return fewer repeats than just using 0,1load history?
is concrete material database available in fe-safe. if not, how to get this material data included in fe-safe
How can i calculate specific life cycle number for my load case?
what is the difference between tosca ad atom? it's the same thing?
Is it possible to perform fatigue analysis on FE-SAFE through python scripting?
Thanks
Sir can we get this topic pdf
is this app support for shell element geometry?
fe-safe supports shell elements for fatigue analysis.
Would you mind speak slowly and then it will be clearly without a , you know ,the ,and .
I am sorry to say that ,but maybe important for the video