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Bi-sinusoidal pressure on plate

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Rodrigo Benitez

Civil/Environmental
Oct 9, 2019
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BR
Good afternoon to everybody,

I'm needing some help on applying a bi-sinusoidal static structural load on a square plate, like in the image.
I tryied to find something useful on the web but I only got Transient analysis type of help.
Could you give me some tips on the macro/apdl code for this?

Capture_rejltl.png


Thanks in advance
 
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Got it! A friend helped me. This is the APDL command to apply bi-sinusoidal pressure on a square plate.

! Definição da tabela a partir da função.
*DEL,_FNCNAME
*DEL,_FNCMTID
*DEL,_FNCCSYS
*SET,_FNCNAME,'bisin'
*SET,_FNCCSYS,0
! /INPUT,bisinusoidal_1.func,,,1
*DIM,%_FNCNAME%,TABLE,6,14,1,,,,%_FNCCSYS%
!
! Begin of equation: -0.5*SIN(({PI}/1500)*{X})*SIN(({PI}/1500)*{Y})
*SET,%_FNCNAME%(0,0,1), 0.0, -999
*SET,%_FNCNAME%(2,0,1), 0.0
*SET,%_FNCNAME%(3,0,1), 0.0
*SET,%_FNCNAME%(4,0,1), 0.0
*SET,%_FNCNAME%(5,0,1), 0.0
*SET,%_FNCNAME%(6,0,1), 0.0
*SET,%_FNCNAME%(0,1,1), 1.0, -1, 0, 3.14159265358979312, 0, 0, 0
*SET,%_FNCNAME%(0,2,1), 0.0, -2, 0, 1500, 0, 0, -1
*SET,%_FNCNAME%(0,3,1), 0, -3, 0, 1, -1, 4, -2
*SET,%_FNCNAME%(0,4,1), 0.0, -1, 0, 1, -3, 3, 2
*SET,%_FNCNAME%(0,5,1), 0.0, -1, 9, 1, -1, 0, 0
*SET,%_FNCNAME%(0,6,1), 0.0, -2, 0, -0.5, 0, 0, -1
*SET,%_FNCNAME%(0,7,1), 0.0, -3, 0, 1, -2, 3, -1
*SET,%_FNCNAME%(0,8,1), 0.0, -1, 0, 3.14159265358979312, 0, 0, 0
*SET,%_FNCNAME%(0,9,1), 0.0, -2, 0, 1500, 0, 0, -1
*SET,%_FNCNAME%(0,10,1), 0.0, -4, 0, 1, -1, 4, -2
*SET,%_FNCNAME%(0,11,1), 0.0, -1, 0, 1, -4, 3, 3
*SET,%_FNCNAME%(0,12,1), 0.0, -1, 9, 1, -1, 0, 0
*SET,%_FNCNAME%(0,13,1), 0.0, -2, 0, 1, -3, 3, -1
*SET,%_FNCNAME%(0,14,1), 0.0, 99, 0, 1, -2, 0, 0
! End of equation: -0.5*SIN(({PI}/1500)*{X})*SIN(({PI}/1500)*{Y})
!-->
 
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