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Showing posts with the label ANSYS APDL STRUCTURAL

(ANSYS APDL STRUCTURAL) Model problem on shell's & Command prompt

Preferences > structural > ok. Pre - processor > element type > add/edit/delete > add > shell > 3D - 4 node 181 > ok > close. Pre - processor > material properties > material model > structural > linear > elastic > isotropic > enter (EX = 50, PRXY = 0.49) > ok > materials > exit. Pre - processors > sections > shell > lay-up > add/edit > enter "thickens = 1 > ok. Pre - processor > modelling > create > key points >  in active cs > enter the below co-ordinates. Key point No X - location Y - location Z - location 1 0 0 0 Apply 2 10 5 0 Apply 3 10 15 0 Apply 4 0 5 0 apply 5 0 15 0 Ok Pre - processor > modeling ...

(ANSYS APDL STRUCTURAL) Harmonic analysis on a cantilever beam

Preferences > structural > ok. Pre - processor > element type > add/edit/delete > add > beams > 2 node 188 > ok > close. Pre - processor > material properties> material model > structural > linear > elastic > isotropic > enter (EX = 0.45E5, PRXY = 0.35) > ok. Pre - processor > material properties> material model > structural > density > enter (density = 1.75e-9) > ok > materials > exit. Pre - processor > section > beams > common section > enter (ID = 1, NAME = Square, B = 0.01, H = 0.01) > ok. Pre - processor > modelling > create > key points > in active cs > enter below table. Key point No X - location Y - location Z - location 1 0 0 0 Apply 2 1.2 0 0 Ok Pre - processor > modelling > create > lines > li...

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