** **Ausgabe in field output *Time Points, name=field, generate 3, 400, 4 *Output, field, time points=field, time marks=yes ** **Ausgabe in history Output für den Zeitpunkt der Fmax *Time Points, name=fmax, generate 3, 400, 4 *Output, history, time points=fmax, time marks=yes ** ** ---------------------------------------------------------------- ** ** STEP: Anfang_Spannung ** ** INITIAL CONDITIONS *Step, name=Anfang_Spannung, nlgeom=YES, inc=1000000, unsymm=YES *Static 0.01, 1., 1e-06, 0.1 ** ** LOADS ** ** Name: Seitendruck Type: Pressure *Dsload _PickedSurf106, P, 5. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Element Output, directions=YES S, ** ** FIELD OUTPUT: Por ** *Output, field *Element Output, elset=NahBereich, directions=YES S *Output, history, frequency=0 *End Step ** ---------------------------------------------------------------- ** ** STEP: Raender_fest ** *Step, name=Raender_fest, nlgeom=YES, inc=1000000, unsymm=YES *Static 0.1, 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: Boden-Oben/Unten_fest Type: Displacement/Rotation *Boundary _PickedSet104, 2, 2 ** Name: Boden-Seiten_fest Type: Displacement/Rotation *Boundary _PickedSet105, 1, 1 ** ** LOADS ** ** Name: Seitendruck Type: Pressure *Dsload, op=NEW ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Element Output, directions=YES S, ** ** FIELD OUTPUT: Por ** *Output, field *Element Output, elset=NahBereich, directions=YES S *Output, history, frequency=0 *End Step ** ---------------------------------------------------------------- ** ** STEP: Belastung ** *Step, name=Belastung, nlgeom=YES, inc=100000000, unsymm=YES *Static 0.1, 400., 1e-06, 1 ** ** BOUNDARY CONDITIONS ** ** Name: Boden-Oben/Unten_fest Type: Displacement/Rotation *Boundary, op=NEW _PickedSet104, 2, 2 ** Name: Boden-Seiten_fest Type: Displacement/Rotation *Boundary, op=NEW _PickedSet105, 1, 1 ** Name: Pfahl_Festhaltung Type: Displacement/Rotation *Boundary, op=NEW _PickedSet80, 6, 6 ** ** LOADS ** ** Name: Kraft_aufbringen Type: Concentrated force *Cload, amplitude=afy _PickedSet87, 2, 20. *Cload, amplitude=afx _PickedSet87, 1, 20. ** ** CONTROLS ** *Controls, reset *Controls, analysis=discontinuous *Controls, parameters=line search 5, , , , 0.15 *Controls, parameters=field, field=displacement 0.02, 0.04, , , 0.02, 1e-05, 0.001, 1e-08 , 1e-05, 1e-08 *Controls, parameters=field, field=rotation 0.02, 0.04, , , 0.02, 1e-05, 0.001, 1e-08 , 1e-05 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** **Output, field, frequency=100 **Element Output, directions=YES **S, ** ** FIELD OUTPUT: Por ** *Output, field, time name=field *Element Output, elset=NahBereich, directions=YES S ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, time name=fmax *Node Output, nset=PfahlRP U1, U2 *End Step