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Questions related from Mohammad S. Almutairi
Hi, I have modelled a cantilever beam without assigning ant damping to the model. Yet, I accelerations response is damped. It seems there is a default damping ratio was assigned by the software...
03 May 2020 3,529 7 View
Hi, I have modelled a cantilever beam using a shell model and run the model for modal analysis. The numerical and hand calculations are not converging, especially for higher modes. Do you have an...
03 February 2020 10,074 3 View
Hi, I have modeled an i-section cantilever beam and run modal analysis in Abaqus. The first and second natural frequencies are 72.116Hz and 72.35, respectively. Both of them have the same...
20 January 2020 9,533 4 View
