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Shell structures analyses
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I made "Normal Modes" analyses for the structure which are shown in the figure 1 . Cone are shell structures 5mm thick. All of the stiffeners beam on the face are also made by shell structures . They are connected by bonded constrains of surface to surface.
Then shell are subjected by load such as shown in the figure 3.
I am just wondering does the shell behaves such as reality? Why Stress max 262MPa effected for the small area and elsewhere it is .. Exactly how I can find stress from the elsewhere?
Thank you for your opinions...
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