ANSYS varification manual 9

# Sas ip inc 193 vm38 material properties e 30 x 106 psi

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Unformatted text preview: etermine the maximum axial deflection δ in the bar and the axial stress σy at mid-length (Y = L/2). Figure 37.1 Solid Bar Problem Sketch ¢ ¢ ¢  ¡ ¤ £ © ¥ ¡ ¦ 2 § ¨ ¡ 7I696G6 4FD ' 7@ ED( BC '(A '9697 7643  ¢ H'@ !  B B2 @ 8 5  01) (&amp;\$%#   ' &quot; !  Material Properties E = 10.4 x 106 psi υ = .3 Geometric Properties L = 10 in d = 2 in Loading F = 10,000 lb Analysis Assumptions and Modeling Notes The problem is solved in three different ways: • Using 3-D Structural Solid Elements (SOLID95) • Using 3-D Structural Solid Elements (SOLID186) ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–91 VM37 • Using 3-D Structural Solid Shell Elements (SOLSH190) A single tapered volume is mapped-meshed with seven brick-shaped elements along the length of the bar. POST1 is used to get the nodal displacements at the free end and the axial stress at mid-length of the bar. Results Comparison Target ANSYS Ratio 0.0048077 .0047570 0.989 4444. 4441. 0.999 0.0048077 .0047570 0.989 4444. 4441. 0.999 0.0048077 .0047801 0.994 4444. 4463.29 1.004 SOLID45 d , in Stressy , psi (elem. 4) SOLID185 d , in Stressy , psi (elem. 4) SOLSH190 d , in Stressy , psi (e...
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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.

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