vm-nr1677-01-2a Input Listing


/COM,ANSYS MEDIA REL. 2024R2 (05/10/2024) REF. VERIF. MANUAL: REL. 2024R2
/verify,vm-nr1677-01-2a
/title,vm-nr1677-01-2a,NRC Piping Benchmark Problems,Volume 1,Problem 2

/com,********************************************************************************
/com,
/com, Reference: Piping Benchmark Problems
/com,        NUREC/CR--1677-Vol.1
/com,                P.Bezier, M.Hartzman, M.Reich
/com,            August 1980
/com,
/com, Elements used: Pipe288, Mass21
/com,
/com, Results :
/com, The following results are outputted
/com, 1. Frequencies obtained from modal solution.
/com, 2. Maximum nodal displacements and rotations obtained from spectrum solution.
/com, 3. Element forces and moments obtained from spectrum solution.
/com,
/com,********************************************************************************

/out,scratch

/prep7
et,1,pipe288,,,3,2                      ! Element 1 - PIPE288 using cubic shape function
et,2,mass21                             ! Element 2 - MASS21

/com, Real Constants
/com,****************

sectype,1,pipe
secdata,2.37500000,0.15400000,14        ! Outer Diameter, Wall Thickness, Cells around the circumference

r,2,0.447000518e-01,0.447000518e-01,0.447000518e-01,0.0,0.0,0.0
r,3,0.447000518e-01,0.447000518e-01,0.447000518e-01,0.0,0.0,0.0
r,4,0.447000518e-01,0.447000518e-01,0.447000518e-01,0.0,0.0,0.0
r,5,0.447000518e-01,0.447000518e-01,0.447000518e-01,0.0,0.0,0.0
r,6,0.432699275e-01,0.432699275e-01,0.432699275e-01,0.0,0.0,0.0
r,7,0.893995859e-02,0.893995859e-02,0.893995859e-02,0.0,0.0,0.0
r,8,0.432699275e-01,0.432699275e-01,0.432699275e-01,0.0,0.0,0.0
r,9,0.893995859e-02,0.893995859e-02,0.893995859e-02,0.0,0.0,0.0
r,10,0.893995859e-02,0.893995859e-02,0.893995859e-02,0.0,0.0,0.0
r,11,0.432699275e-01,0.432699275e-01,0.432699275e-01,0.0,0.0,0.0
r,12,0.893995859e-02,0.893995859e-02,0.893995859e-02,0.0,0.0,0.0
r,13,0.432699275e-01,0.432699275e-01,0.432699275e-01,0.0,0.0,0.0
r,14,0.893995859e-02,0.893995859e-02,0.893995859e-02,0.0,0.0,0.0
r,15,0.893995859e-02,0.893995859e-02,0.893995859e-02,0.0,0.0,0.0

/com, Nodes
/com,*******

n,1,0.0,-30.00                          ! Node Numbers, Global Co-ordinates
n,2,27.25,-30.00
n,3,27.25,-30.00,17.250
n,4,0.0,-30.00,17.250
n,5,0.0,18.625,17.250
n,6,0.0,18.625,8.625
n,7,0.0,18.625
n,8,8.625,18.625,
n,9,18.625,18.625
n,10,27.25,18.625
n,11,27.25,18.625,8.625
n,12,27.25,18.625,17.250
n,13,18.625,18.625,17.250
n,14,8.625,18.625,17.250
n,15,0.0,-80.00
n,16,27.25,-80.00
n,17,27.25,-80.00,17.250
n,18,0.0,-80.00,17.25

/com, Straight Pipe (Tangent Elements)
/com,**********************************

mat,1
type,1
secnum,1

en,1,15,1
en,2,1,7
en,3,7,6
en,4,6,5
en,5,5,4
en,6,4,18
en,7,16,2
en,8,2,10
en,9,10,11
en,10,11,12
en,11,12,3
en,12,3,17
en,13,12,13
en,14,13,14
en,15,14,5
en,16,7,8
en,17,8,9
en,18,9,10

/com, Mass Elements
/com,***************

mat,1
type,2

real,2
en,19,1

real,3
en,20,2

real,4
en,21,3

real,5
en,22,4

real,6
en,23,5

real,7
en,24,6

real,8
en,25,7

real,9
en,26,8

real,10
en,27,9

real,11
en,28,10

real,12
en,29,11

real,13
en,30,12

real,14
en,31,13

real,15
en,32,14

nsel,s,node,,15
nsel,a,node,,16
nsel,a,node,,17
nsel,a,node,,18
cm,fixedsu,node
allsel,all

mp,ex,1,27899996.8
mp,nuxy,1,0.3
mp,dens,1,2.587991718e-10

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

d,15,all,0
d,16,all,0
d,17,all,0
d,18,all,0
save
allsel,all
finish

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

/solution
antype,modal
modopt,lanb,5                           ! Use LANB solver
mxpand,,,,yes
solve
save
finish

/post1
/out,
/com, *******************************
/com,  Frequencies from Modal solve
/com, *******************************
set,list
finish

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

/out,scratch
/com,
/com,================
/com,   Spectrum Solve
/com,================
/com,

/solution
antype,spectr                           ! Perform Spectrum analysis
spopt,sprs                              ! Single Point Excitation Response Spectrum
dmprat,0.02                             ! Damping Ratio
grp,0.001                               ! Group Modes based on Significance Level
svtyp,2                                 ! Seismic Acceleration Response Loading

sed,1
freq
freq,3.1,4,5,5.8,7.1,8.8,11,14.1,17.2
freq,35,40,588
sv,0.02,400,871,871,700,1188,1188,440,775,775
sv,0.02,380,348.6,145
solve

sed,,1
freq
freq,3.1,4,5,5.8,7.1,8.8,11,14.1,17.2
freq,35,40,588
sv,0.02,266.7,580.7,580.7,466.7,792,792,293.3333,516.7,516.7
sv,0.02,253.3,232.4,96.7
solve

sed,,,1
freq
freq,3.1,4,5,5.8,7.1,8.8,11,14.1,17.2
freq,35,40,588
sv,0.02,400,871,871,700,1188,1188,440,775,775
sv,0.02,380,348.6,145
solve
fini

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

/post1
/input,,mcom


/out,
/com, *=================================================================
/com, * Maximum nodal displacements and rotations from spectrum solve
/com, *=================================================================

/out,scratch

*GET,AdisX,NODE,6,U,X
*GET,AdisY,NODE,8,U,Y
*GET,AdisZ,NODE,8,U,Z
*GET,ArotX,NODE,1,ROT,X
*GET,ArotY,NODE,9,ROT,Y
*GET,ArotZ,NODE,1,ROT,Z

/out,
*stat,AdisX
*stat,AdisY
*stat,AdisZ
*stat,ArotX
*stat,ArotY
*stat,ArotZ

/com, *==========================================================
/com, * Element Forces and Moments obtained from spectrum solve
/com, *==========================================================

/out,scratch

/com,==========
/com,  Node I
/com,==========

/com, Element #1 (Pipe288 element)
/com,*******************************

esel,s,elem,,1
etable,pxi_1,smisc,1
etable,vyi_1,smisc,6
etable,vzi_1,smisc,5
etable,txi_1,smisc,4
etable,myi_1,smisc,2
etable,mzi_1,smisc,3
esel,all

/out,
/com, **********************************************
/com,  Element forces and moments at element1, node i
/com, ************************************************

pretab,pxi_1,vyi_1,vzi_1,txi_1,myi_1,mzi_1


/out,scratch
/com,==========
/com,  Node J
/com,==========

/com, Element #1 (Pipe288 element)
/com,*******************************

esel,s,elem,,1
etable,pxj_1,smisc,14
etable,vyj_1,smisc,19
etable,vzj_1,smisc,18
etable,txj_1,smisc,17
etable,myj_1,smisc,15
etable,mzj_1,smisc,16
esel,all

/out,
/com, **********************************************
/com,  Element forces and moments at element1, node j
/com, ************************************************

pretab,pxj_1,vyj_1,vzj_1,txj_1,myj_1,mzj_1



/out,scratch


/com,==========
/com,  Node I
/com,==========

/com, Element #18 (Pipe288 element)
/com,********************************

esel,s,elem,,18
etable,pxi_18,smisc,1
etable,vyi_18,smisc,6
etable,vzi_18,smisc,5
etable,txi_18,smisc,4
etable,myi_18,smisc,2
etable,mzi_18,smisc,3
esel,all

/out,
/com, ***************************************************
/com,  Element forces and moments at element18, node i
/com, ***************************************************

pretab,pxi_18,vyi_18,vzi_18,txi_18,myi_18,mzi_18


/out,scratch
/com,==========
/com,  Node J
/com,==========



/com, Element #18 (Pipe288 element)
/com,********************************
esel,s,elem,,18

etable,pxj_18,smisc,14
etable,vyj_18,smisc,19
etable,vzj_18,smisc,18
etable,txj_18,smisc,17
etable,myj_18,smisc,15
etable,mzj_18,smisc,16
esel,all

allsel,all

/out,
/com, **************************************************
/com,  Element forces and moments at element18, node j
/com, **************************************************

pretab,pxj_18,vyj_18,vzj_18,txj_18,myj_18,mzj_18


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

/com, ***************************************
/com,  Reaction forces from spectrum solve
/com, ****************************************

prrsol

finish