Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software

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Oasys LS-DYNA Environment: User Guide (Version 8.1) Results: OASYS D3PLOT: HEMISPHERICAL SHELL Displacement 0.21 0.18 0.15 0.12 0.09 0.06 0.03 DISP_RESULTANT .04 17.08 34.12 51.16 68.20 85.24 102.28 119.32 x 1.0E-03 Z Y .059998 0 0 0.01 0.02 0.03 Time 0.04 0.05 0.06 Disp z - node 1 HEMISPHERICAL SHELL Oasys T/HIS Version 7.0 5-Feb-97 Oasys T/HIS Version 7.0 5-Feb-97 X Page A.70
Oasys LS-DYNA Environment: User Guide (Version 8.1) LS-DYNA Manual Section: *CONTROL_SHELL Example of: Twisted Cantilever Beam Example Filenames: beam_twist.key Description: A beam twisted 90 degrees about its length is constrained on one edge and has a point load prescribed normal to the opposite end of the beam. Model: The beam measures 12.00 × 1.10 × 0.32 cubic inches. A concentrated load of 0.1667 pounds is applied to each node on the end in both the x and y direction. The calculation terminates at 0.0018 seconds. Input: This model uses the Hughes-Liu formulation. The element has the shell normal update calculation performed at each nodal fiber every cycle. (*CONTROL_SHELL) Results: The beam oscillations about a neutral amplitude. Reference: Belytschko, Wang and Chiang. Page A.71
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Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software

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