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Unformatted text preview: “Deformed Shape”) and equivalent plastic
strain (Figure C8.3: “VISCO106 Graphs” - for the center node on the impact face) vs. time are produced. Results Comparison
Target Solution: Lf = 1.319 cm (Obtained experimentally)
ETYP Lf, cm Ratio 2-D Axisymmetric Analysis
2 1.410 1.068 42 1.686  1.280 82 1.407 1.067 106 1.405 1.065 182 1.421 1.078 2–30 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. Benchmark C8
ETYP Lf, cm Ratio 183 1.409 1.068 1. Solution did not converge Figure C8.2 Deformed Shape (a) PLANE42 Elements and (b) VISCO106 Elements Figure C8.3 VISCO106 Graphs (c) Free End Displacement vs. Time and (d) Impact Face - Equivalent Plastic Strain vs. Time ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 2–31 VMD1: Straight Cantilever Beam Under Unit Load
Reference: R. H. MacNeal, R. L. Harder, “A Proposed Standard Set of Problems to Test Finite
Element Accuracy”, Proceedings, 25th SDM Finite Element Validation F...
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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