*HEADING
 Global Shell Model
 ABAQUS/Explicit
*preprint,model=yes,history=yes
**
**RESTART,WRITE
** PARTS
**
*Part, name=PART-1-1
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=PART-1-1-1, part=PART-1-1
*NODE,INPUT=pipe_submodelx_s4r_global_n.inp
*ELEMENT, TYPE=S4R, INPUT=pipe_submodelx_s4r_global_e.inp
**
** plate
**
*ELSET,ELSET=PLATE,GENERATE
** pipe
**
*ELSET,ELSET=PIPE,GENERATE
*SHELL SECTION,ELSET=PLATE,MATERIAL=MAT1
0.001,
*SHELL SECTION,ELSET=PIPE,MATERIAL=MAT1
0.00075,
*NSET, NSET=BUILT_IN
**
** ysymm
**
*NSET, NSET=YSYMM
**
** load
**
*NSET, NSET=LOAD
*NSET, NSET=force
*ELSET,ELSET=test
*NSET,ELSET=test,NSET=test
*NSET,NSET=QA_TEST
test,
*End Instance
*End Assembly
**
** ----------------------------------------------------------------
**
** Basic steel properties
*MATERIAL,NAME=MAT1
*ELASTIC
69.0E9,0.3
*DENSITY
2740.,
**
*BOUNDARY
Assembly.PART-1-1-1.BUILT_IN,ENCASTRE
Assembly.PART-1-1-1.YSYMM,YSYMM
**
** step  1,Default
**
*AMPLITUDE,NAME=SMOOTH,DEFINITION=SMOOTH STEP
0.0,0.0,2e-4,1
*STEP
 Total load of 10.0 N in the 1-direction
*dynamic,explicit
,2.0e-4
*CLOAD,AMP=SMOOTH
  Assembly.PART-1-1-1.force,1,0.416667
  Assembly.PART-1-1-1.125,1,0.208333
  Assembly.PART-1-1-1.379,1,0.208333
*FILE OUTPUT,NUMBER INTERVAL=100
*NODE FILE
U,
*output, field, NUM=100
*node output
U,
*output,field,NUM=1
*node output,nset=Assembly.PART-1-1-1.QA_TEST
U,
*output,history,time interval=1e-5
*node output,nset=Assembly.PART-1-1-1.test
U,V,A
*energy output,var=preselect
*element output,elset=Assembly.PART-1-1-1.test
S,
MISES,
*END STEP