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Unformatted text preview: Element Model 1–546 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM233 Results Comparison
Total Current = 5000 A-turns Target ANSYS Ratio Virtual Work Force (N) 80.1 80.917 1.010 Pole Flux Density (BZ, Tesla) 0.46 0.474 1.030 Arm Flux Density (BZ, Tesla) 2.05 2.048 0.999 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–547 VM234: Cyclic Loading of a Rubber Block
Reference: G. A. Holzapfel, “On Large Strain Viscoelasticity: Continuum Formulation and
Finite Element Applications to Elastomeric Structures”, International Journal
for Numerical Methods in Engineering, Vol. 39, 1996, pp. 3903-3926. Analysis Type(s): Transient Structural Analysis (ANTYPE = 4) Element Type(s): 3-D 8-Node Structural Solid Elements (SOLID185) Input Listing: vm234.dat Test Case
A cube of rubber is subjected to a sinusoidal displacement controlled load with a mean value of zero (completely
reversed). The load amplitude is constant within a full cycle (4 seconds) and increases with each successive cycle.
For the first period A = 0.01 and it increases by 0.01 each cycle until the fourth when A = 0.04. At t = 16 seconds
the load is...
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This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.
- Spring '09
- The Land