Users:Geometry Generation/Design Loads
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(Created page with "Neumann boundary conditions can be applied to design elements with respect to their parametric coordinates. <!-- === Parameter Description === {| border="1" cellpadding="3" cell...") |
(→Example of a Complete Input Block) |
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! ID TYPE DE-EL LOC COOR D1 D2 D3 VAL | ! ID TYPE DE-EL LOC COOR D1 D2 D3 VAL | ||
!=================================================================== | !=================================================================== | ||
| − | DE-LOAD 1 DEAD 1 u=10.0 D1=-1 D2=0 D3=0 VAL = 1 | + | DE-LOAD 1 DEAD 1 u=10.0 D1=-1 D2=0 D3=0 VAL = 1 |
| − | DE-LOAD | + | DE-LOAD 2 DEAD 1 D1=-1 D2=0 D3=0 VAL = 1 LD-CURVE 1 |
| + | DE-LOAD 3 MOMENT 1 DE-BREP 1 D1=-1 D2=0 D3=0 VAL = 1 | ||
!!Load type not necessarily defined for element type | !!Load type not necessarily defined for element type | ||
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!TEMP ! temperature load, equally distributed (+- epsilon) | !TEMP ! temperature load, equally distributed (+- epsilon) | ||
!DELTA_TEMP (+ D1=-1 D2=0 D3=0 ) ! temperature load with gradiant over thickness (in defined direction) (+- kappa) | !DELTA_TEMP (+ D1=-1 D2=0 D3=0 ) ! temperature load with gradiant over thickness (in defined direction) (+- kappa) | ||
| + | </pre> | ||
| + | |||
| + | In order to activate them, they have to be added to the respective load combination. | ||
| + | <pre> | ||
| + | LD-COM 1 | ||
| + | TYPE=LD-NODE 1 FAC= 1.0 | ||
| + | TYPE=LD-ELEM 3 FAC= 1.0 | ||
</pre> | </pre> | ||
Revision as of 17:36, 23 January 2017
Neumann boundary conditions can be applied to design elements with respect to their parametric coordinates.
Example of a Complete Input Block
!=================================================================== ! ID TYPE DE-EL LOC COOR D1 D2 D3 VAL !=================================================================== DE-LOAD 1 DEAD 1 u=10.0 D1=-1 D2=0 D3=0 VAL = 1 DE-LOAD 2 DEAD 1 D1=-1 D2=0 D3=0 VAL = 1 LD-CURVE 1 DE-LOAD 3 MOMENT 1 DE-BREP 1 D1=-1 D2=0 D3=0 VAL = 1 !!Load type not necessarily defined for element type !DEAD, DEAD_FL + D1=-1 D2=0 D3=0 ! dead load in defined direction !SNOW, SNOW_FL + D1=-1 D2=0 D3=0 ! snow load from defined direction !PRES, PRES_FL ! pressure load perpendicular to surface !MOMENT_TAN ! moment around center line = nurbs curve !MOMENT_G1, MOMENT_G1_FL ! moment around G1 / g1 (base vector of the geometric description of the element) !MOMENT_POINT + D1=-1 D2=0 D3=0 ! single moment around defined axis !MOMENT + D1=-1 D2=0 D3=0 ! (single) moment around defined axis !PAR_G1 !PAR_G2 !TEMP ! temperature load, equally distributed (+- epsilon) !DELTA_TEMP (+ D1=-1 D2=0 D3=0 ) ! temperature load with gradiant over thickness (in defined direction) (+- kappa)
In order to activate them, they have to be added to the respective load combination.
LD-COM 1 TYPE=LD-NODE 1 FAC= 1.0 TYPE=LD-ELEM 3 FAC= 1.0
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