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Hourglass Stiffness of Reduced Integration

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Cansand

Structural
Joined
Jan 14, 2007
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102
Location
CA
Any one can give guidlines on assigning Hourglass Stiffness whose use is associated with using Reduced Integration elements. I completely do not know how to specify appropriate and convenient values for obtaining convergence without affecting accurecy.
The matter is limitedly explained in the Doc
Thanks
 
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