/batch,list
/verify,demonstration_problem1_281
JPGPRF,500,100,1
/title,Bend Pipe model meshed with SHELL281 elements

/filnam,281

/prep7

fact = 1.5

out_dia = 7.288*fact			! Outer Diameter
wall_thk = 0.1205				! Wall Thickness

out_rad = out_dia/2			! Outer Radius

in_rad = out_dia/2 - wall_thk		! Inner Radius

hf_thick = wall_thk/2			! Half Thickness
midd = in_rad+hf_thick

et,1,shell281				! SHELL281 element

sectype,1,shell				! Shell Section Definition
secdata,wall_thk,1,0,3


/com, Material Properties
/com, *********************

mp,ex,1,24e6
mp,nuxy,1,0.3
mp,dens,1,0.000125

/com, keypoints
/com,*******

k,1,0.0,0.0,0.0					
k,2,0.0,54.45,0.0
k,3,0.0,108.9,0.0
k,4,10.632,134.568,0.0
k,5,36.3,145.2,0.0
k,6,54.15,145.2,0.0
k,7,72.0,145.2,0.0
k,8,97.668,145.2,10.632
k,9,108.3,145.2,36.3
k,10,108.3,145.2,56.80
k,11,108.3,145.2,77.3


k,12,2.7631,122.79,0
k,13,22.408,142.44,0
k,14,85.9,145,2.76
k,15,106,145,22.4


k,101,midd,0,0
k,102,0,0,midd
k,103,-midd,0,0
k,104,0,0,-midd

/com,  Lines
/com,*************************

larc,101,102,1,midd
larc,102,103,1,midd
larc,103,104,1,midd
larc,104,101,1,midd

lsel,s,line,,1,4,1

l,1,3,12                     ! form a line between 1 and 3, with no.of.divisions=8

adrag,1,2,3,4,,,5


larc,3,4,12,-36.3

adrag,6,13,11,9,,,14

larc,4,5,13,-36.3,

adrag,18,15,22,20,,,23

l,5,7,12

adrag,31,27,29,24,,,32

larc,7,8,14,-36.3

adrag,33,40,38,36,,,41

larc,8,9,15,-36.3

adrag,42,49,47,45,,,50

l,9,11,12

adrag,51,58,56,54,,,59

lesize,all,,,16


amap,1,16,17,101,102
amap,2,17,18,102,103
amap,3,18,19,103,104
amap,4,16,19,101,104
amap,5,16,17,20,21
amap,6,17,18,21,22
amap,7,18,19,22,23
amap,8,16,19,20,23
amap,9,21,22,24,25
amap,10,22,23,25,26
amap,11,20,23,26,27
amap,12,20,21,24,27
amap,13,24,27,28,29
amap,14,24,25,29,30
amap,15,25,26,30,31
amap,16,26,27,28,31
amap,17,28,29,32,33
amap,18,29,30,33,34
amap,19,30,31,34,35
amap,20,28,31,32,35
amap,21,32,33,36,37
amap,22,33,34,37,38
amap,23,34,35,38,39
amap,24,32,35,36,39
amap,25,36,37,40,41
amap,26,37,38,41,42
amap,27,38,39,42,43
amap,28,36,39,40,43

allsel,all

asel,s,area,,5,12,1
esla,s
cm,needed,elem
allsel,all

asel,u,area,,5,12,1
aclear,all
allsel,all

/com, Constraints
/com,**********************

nsel,s,loc,y,108.90
d,all,all,0
allsel,all
finish

/com,
/com, =========================
/com,  Modal Solve
/com, =========================
/com,

/solution
antype,modal
outres,all,all					
modopt,lanb,15					! LANB mode extraction method				
mxpand,15,,,yes					! Expand all 15 modes
solve							
finish

/post1
set,list						! Frequencies obtained from Modal solve
/show,jpeg
/eshape,0
/efacet,2
/view,1,1,1,1
/graphics,power
eplot
/replot
set,1,1
plnsol,u,sum
set,1,2
plnsol,u,sum
set,1,3
plnsol,u,sum
set,1,4
plnsol,u,sum
set,1,5
plnsol,u,sum
set,1,6
plnsol,u,sum
set,1,7
plnsol,u,sum
set,1,8
plnsol,u,sum
set,1,9
plnsol,u,sum
set,1,10
plnsol,u,sum
set,1,11
plnsol,u,sum
set,1,12
plnsol,u,sum
set,1,13
plnsol,u,sum
set,1,14
plnsol,u,sum
set,1,15
plnsol,u,sum
finish


					
/com,----------------------------------------------------------------------------

/com,
/com,================
/com,	Spectrum Solve
/com,================
/com,

/solution
antype,spectr					! Perform Spectrum Analysis
spopt,sprs						! Single Point Excitation Response Spectrum
dmprat,0.02						! Constant Damping Ratio
grp,0.0						! Group Modes based on significance level
svtyp,2						! Seismic Acceleration Response Loading

sed,1							! Excitation in X direction
freq
freq,3.1,4,5,5.81,7.1,8.77,10.99,14.08,17.24
freq,25,28.5,30,34.97,55,80,140,162,588.93
sv,0.02,400,871,871,700,1188,1188,440,775,775
sv,0.02,533.2,467.2,443.6,380,289,239.4,192.6,184.1,145
solve
sed,0,0,0

sed,,1						! Excitation in Y direction
freq
freq,3.1,4,5,5.81,7.1,8.77,10.99,14.08,17.24
freq,25,28.5,30,34.97,55,80,140,162,588.93
sv,0.02,266.7,580.7,580.7,466.7,792,792,293.3,516.7,516.7
sv,0.02,355.5,311.5,295.7,253.3,192.7,159.6,128.4,122.7,96.7
solve
sed,0,0,0

sed,,,1						! Excitation in Z direction
freq
freq,3.1,4,5,5.81,7.1,8.77,10.99,14.08,17.24
freq,25,28.5,30,34.97,55,80,140,162,588.93
sv,0.02,400,871,871,700,1188,1188,440,775,775
sv,0.02,533.2,467.2,443.6,380,289,239.4,192.6,184.1,145
solve
fini

/com,----------------------------------------------------------------------------

/post1
/input,281,mcom

/com, *========================================================
/com, * Displacement Sum and Equivalent Stress
/com, *==========================================================			
	
plnsol,u,sum
*get,umax,plnsol,0,max
*get,umin,plnsol,0,min
plnsol,s,eqv
*get,smax,plnsol,0,max
*get,smin,plnsol,0,min
/show,close
*stat,umax
*stat,umin
*stat,smax
*stat,smin
finish
/exit,nosave