Hello,
I have recently discovered the great software that is CalculiX and have been following rsmith’s excellent tutorial series on using CalculiX for FE analysis on a composite sandwich using solid elements.
I regularly need to analyze composite sandwich structures, so the series is really directly related to what I aim to do. It also helped me a lot understanding the workflow of using CalculixX, the interaction between cgx and ccx, etc.
I have been trying to build a sandwich in a slightly different manner, however, as that is more convenient for the type of things I want to do: create a cross section for the sandwich first, sweep it over a certain length and apply a load on one of the skins of the sandwich.
Most things seem to work, but I somehow cannot get a set created with the surfaces that form the appropriate skin. The issue seems to be somewhere here:
# topface
seta faces f all
rep faces
enq faces topface rec _ _ z3 0.1 a
I created an .fbd file and an .inp that directly reflects my approach for a simple example. I would appreciate any pointers to what I’m doing wrong here! Sorry if the answer is obvious, still learning…
Thanks, Ronald
The .FBD file:
valu L 500
valu W 500
valu H 100
valu t 10
valu z0 0
valu z1 t
valu z2 - H t
valu z3 H
# btm skin
pnt p0 0 0 z0
pnt p1 0 W z0
pnt p2 0 W z1
pnt p3 0 0 z1
line l0 p0 p1 20
line l1 p1 p2 4
line l2 p2 p3 20
line l3 p3 p0 4
seto surfbtm
surf surfbtm l0 l1 l2 l3
setc
seto swpbtm
swep surfbtm swpbtm tra L 0 0 20
setc
# core
pnt p4 0 0 z1
pnt p5 0 W z1
pnt p6 0 W z2
pnt p7 0 0 z2
line l4 p4 p5 20
line l5 p5 p6 10
line l6 p6 p7 20
line l7 p7 p4 10
seto surfcore
surf surfcore l4 l5 l6 l7
setc
seto swpcore
swep surfcore swpcore tra L 0 0 20
setc
# top skin
pnt p8 0 0 z2
pnt p9 0 W z2
pnt p10 0 W z3
pnt p11 0 0 z3
line l8 p8 p9 20
line l9 p9 p10 4
line l10 p10 p11 20
line l11 p11 p8 4
seto surftop
surf surftop l8 l9 l10 l11
setc
seto swptop
swep surftop swptop tra L 0 0 20
setc
# elements
elty all he20r
mesh all
neigh all 1e-5 abq tie
# supported nodes
seta nodes n all
enq nodes sup1 rec 0 _ z0 0.1 a
enq nodes sup2 rec L _ z0 0.1 a
# topface
seta faces f all
rep faces
enq faces topface rec _ _ z3 0.1 a
send all abq
send swpbtm abq nam
send swpcore abq nam
send swptop abq nam
send sup1 abq nam
send sup2 abq nam
send topface abq nam
And the .INP file:
*HEADING
Sandwich
*INCLUDE, INPUT=all.msh
*INCLUDE, INPUT=ties.sur
*INCLUDE, INPUT=neigh.con
*INCLUDE, INPUT=swptop.nam
*INCLUDE, INPUT=swpcore.nam
*INCLUDE, INPUT=swpbtm.nam
*INCLUDE, INPUT=sup1.nam
*INCLUDE, INPUT=sup2.nam
*INCLUDE, INPUT=topface.nam
*MATERIAL, NAME=topskin
*ELASTIC, TYPE=ISO
32000,0.25,5000
*DENSITY
2e-09
*MATERIAL, NAME=btmskin
*ELASTIC, TYPE=ISO
34000,0.25,5000
*DENSITY
2e-09
*MATERIAL, NAME=core
*ELASTIC, TYPE=ISO
14000,0.25,5000
*DENSITY
1.6e-09
*SOLID SECTION, ELSET=Eswptop, MATERIAL=topskin
*SOLID SECTION, ELSET=Eswpcore, MATERIAL=core
*SOLID SECTION, ELSET=Eswpbtm, MATERIAL=btmskin
*BOUNDARY
Nsup1,1,2,3
*BOUNDARY
Nsup2,1,2,3
*STEP
*STATIC
** Loading 5kN/m2
*DLOAD
Stopface,P5,0.005
*NODE FILE
U,RF
*EL FILE
E,S
*END STEP