Examples of Concrete Element SOLID65

5/28/2018 Examples of Concrete Element SOLID65

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Examples of concrete element SOLID65 Dr. Hani Aziz Ameen

Technical College - Baghdad - Dies and Tools Eng. Dept.

Examples of Concrete

element SOLID65

Asst. Prof.

Dr. Hani Aziz Ameen

Technical College - Baghdad

Dies and Tools Engineering Department

E-mail:[email protected]

www.mediafire.com/haniazizameen

1- Ash Tray - Round2- Ash Tray - Square3- Bench - Curved4- Bench - Piece5- Bench - Piece6- Block edge7- Dom with 1-rib8- Dome with 2 - rib9- Beam with shell
mailto:[email protected]:[email protected]:[email protected]://www.mediafire.com/haniazizameenhttp://www.mediafire.com/haniazizameenhttp://www.mediafire.com/haniazizameenmailto:[email protected]


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/prep7

/view,1,1,1,1

*ask,SFLI,concentrated load an center of bench [N],10

k,1k,2,6.125*25.4

k,3,6.125*25.4,2*25.4

k,4,7.5*25.4,2*25.4

k,5,7.5*25.4,20*25.4

k,6,6*25.4,20*25.4

k,7,6*25.4,19.25*25.4

k,8,5*25.4,19.25*25.4

k,9,3*25.4,5*25.4

k,10,0.5*25.4,5*25.4

k,11,0,20*25.4

a,1,2,3,4,5,6,7,8,9,10,1vrotat,1,,,,,,1,11,360

! Concrete

!=== element

!====================

et,1,solid65

MP,Ex,1,30819

MP,Nuxy,1,0.15

MP,Dens,1,2480e-9

r,1,1,0,0,0,1,.028,0,0,1,.418,90,0 ! 3 rebar

TB,concr,1

tbdata,1,0.4,1,2,24! Mesh

!===========

MSHAPE,1,3D

MSHKEY,0

VMESH,all

allsel,all

! B.c

asel,s,,,35

asel,a,,,2

asel,a,,,24

asel,a,,,13nsla,s,1

D,all,all

allsel,all

finish

/SOLU

eqslv,sparse

neqit,25

ncnv,0

nropt,1

outres,all,all

outpr,all,all! Load OF MATERIAL


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!==================

asel,s,,,20,21

asel,a,,,31,32

asel,a,,,42,43asel,a,,,9,10

!nsla,s,1

!F,all,Fy,-SFLI

SFA,all,,pres,1

sftran

ALLSEL

TIME,1

DELTIM,0.1

cnvtol,u,5,0.1,,,2

SAVE

SOLVESAVE

/eof


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/prep7/view,1,1,1,1*ask,SFLI,concentrated load an center of bench [N],10rectng,-7.5*25.4,7.5*25.4,-7.5*25.4,7.5*25.4vext,1,,,,,13*25.4,0.85,0.85rectng,-5.5*25.4,5.5*25.4,-5.5*25.4,5.5*25.4

agen,2,7,,,,,13*25.4,,,adele,7,,,1


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vext,8,,,,,-11*25.4,0.7,0.7vsbv,1,2! Concret

!=== element!====================et,1,solid65MP,Ex,1,30819MP,Nuxy,1,0.15MP,Dens,1,2480e-9r,1,1,0,0,0,1,.028,0,0,1,.418,90,0 ! 3 rebarTB,concr,1tbdata,1,0.4,1,2,24! Mesh!===========MSHAPE,1,3D

MSHKEY,0VMESH,allallsel,all! B.casel,s,,,1nsla,s,1D,all,all

nsel,allallsel,allfinish/SOLUeqslv,sparse

neqit,25ncnv,0

nropt,1outres,all,alloutpr,all,all! Load OF MATERIAL!==================

asel,s,,,9,12asel,a,,,7!nsla,s,1!F,all,Fz,-SFLISFA,all,,pres,1

sftranALLSEL

TIME,1DELTIM,0.01cnvtol,u,5,0.1,,,2SAVESOLVESAVE/eof


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/prep7/view,1,1,1,1

*ask,SFLI,concentrated load an center of bench [N],10k,1circle,1,24*25.4circle,1,39*25.4rectng,-17*25.4,17*25.4,0,34*25.4adele,1lcsl,2,12lcsl,1,10FLST,2,10,4,ORDE,6FITEM,2,2FITEM,2,-4FITEM,2,9

FITEM,2,11FITEM,2,14FITEM,2,-18LDELE,P51Xrectng,-27*25.4,27*25.4,0,54*25.4adele,1lcsl,4,6

lcsl,2,5FLST,2,10,4,ORDE,9FITEM,2,1FITEM,2,3FITEM,2,-4

FITEM,2,7FITEM,2,-8

FITEM,2,10FITEM,2,-11FITEM,2,14FITEM,2,-16LDELE,P51X

allsel,alll,20,14l,15,21Al,1,13,12,2,6,9voffst,1,3*25.4

csys,1lgen,2,7,,,,10

lgen,2,19,,,,5lgen,2,3,,,,-10lgen,2,21,,,,-5l,33,35l,32,34l,28,30l,29,31Al,23,22,24,21Al,25,19,26,20

csys,0voffst,9,16.5*25.4voffst,10,-16.5*25.4


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vadd,all! Concret!=== element

!====================et,1,solid65MP,Ex,1,30819MP,Nuxy,1,0.15MP,Dens,1,2480e-9r,1,1,0,0,0,1,.028,0,0,1,.418,90,0 ! 3 rebarTB,concr,1tbdata,1,0.4,1,2,24! Mesh!===========MSHAPE,1,3DMSHKEY,0

VMESH,allallsel,all! B.casel,s,,,16asel,a,,,11nsla,s,1D,all,all

nsel,allallsel,allfinish/SOLUeqslv,sparse

neqit,25ncnv,0

nropt,1outres,all,alloutpr,all,all! Load OF MATERIAL!==================

F,129,Fz,SFLIF,134,Fz,SFLIF,125,Fz,SFLIsftranALLSEL

TIME,1DELTIM,0.1

cnvtol,u,5,0.1,,,2SAVESOLVESAVE/eof


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/prep7/view,1,1,1,1*ask,SFLI,concentrated load an center of bench [N],10

rectng,0,72*25.4,15*25.4,18.5*25.4rectng,19*25.4,23*25.4,0,15*25.4rectng,49*25.4,53*25.4,0,15*25.4aadd,allvoffst,4,15*25.4! Concrete!=== element!====================et,1,solid65MP,Ex,1,30819MP,Nuxy,1,0.15MP,Dens,1,2480e-9

r,1,1,0,0,0,1,.028,0,0,1,.418,90,0 ! 3 rebarTB,concr,1tbdata,1,0.4,1,2,24! Mesh!===========MSHAPE,1,3DMSHKEY,0

VMESH,1allsel,all! B.casel,s,,,7asel,a,,,11

nsla,s,1D,all,all

allsel,allfinish/SOLUeqslv,sparseneqit,25

ncnv,0nropt,1outres,all,alloutpr,all,all! Load OF MATERIAL

!==================F,126,Fy,-SFLI

F,120,Fy,-SFLIF,132,Fy,-SFLIsftranALLSELTIME,1DELTIM,0.1cnvtol,u,5,0.1,,,2SAVESOLVE

SAVE/eof


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/prep7/view,1,1,1,1*ask,SFLI,concentrated load an center of bench [N],10

rectng,0,72*25.4,12*25.4,16*25.4rectng,0,4*25.4,0,12*25.4rectng,68*25.4,72*25.4,0,12*25.4aadd,allvoffst,4,24*25.4

! Concret!=== element!====================et,1,solid65MP,Ex,1,30819MP,Nuxy,1,0.15

MP,Dens,1,2480e-9r,1,1,0,0,0,1,.028,0,0,1,.418,90,0 ! 3 rebarTB,concr,1tbdata,1,0.4,1,2,24! Mesh!===========MSHAPE,1,3D

MSHKEY,0VMESH,1allsel,all! B.casel,s,,,6

asel,a,,,10nsla,s,1

D,all,allallsel,allfinish/SOLUeqslv,sparse

neqit,25ncnv,0nropt,1outres,all,alloutpr,all,all

! Load OF MATERIAL!==================

F,109,Fy,-SFLIF,105,Fy,-SFLIF,124,Fy,-SFLIsftranALLSELTIME,1DELTIM,0.1cnvtol,u,5,0.1,,,2SAVE

SOLVESAVE/eof


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Block Edge

/prep7/view,1,1,1,1

*ask,SFLI,concentrated load an center of Edge [N],10k,1

k,2,75k,3,75,125k,4,37,200k,5,0,200A,1,2,3,4,5

voffst,1,915

!=== element!====================

et,1,solid65MP,Ex,1,30819

MP,Nuxy,1,0.15MP,Dens,1,2480e-9r,1,1,0,0,0,1,.028,0,0,1,.418,90,0 ! 3 rebar

TB,concr,1tbdata,1,0.4,1,2,24

! Mesh!===========

MSHAPE,1,3DMSHKEY,0


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VMESH,all

allsel,all

! B.casel,s,,,3nsla,s,1D,all,allnsel,allallsel,all

finish

/SOLU

eqslv,sparseneqit,25ncnv,0nropt,1outres,all,alloutpr,all,all! Load OF MATERIAL

!==================asel,s,,,5

!nsla,s,1!F,all,Fz,-SFLI

SFA,all,,pres,1sftran

ALLSEL!F,77,Fy,-SFLI!sftran!ALLSEL

TIME,1

DELTIM,0.1cnvtol,u,5,0.1,,,2

SAVE

SOLVESAVE/eof


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Dome- 1 rib/prep7/view,1,1,1,1/vup,1,y*ask,R,Raduis of the Dome,50*ask,T,thickness of the Dome,0.07

! =============sphere,R,R-T,0,180

!=== element!====================

et,1,solid65r,1,,,,,mp,ex,1,34480e6mp,prxy,1,.15TB,concr,1 ! Willam and Warniktbdata,1,0.2,0.7,2.2e6,45e6lesize,13,,2lesize,14,,2lesize,1,,2lesize,2,,2lesize,3,,2lesize,4,,2

lesize,5,,2lesize,6,,2


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lesize,7,,2lesize,8,,2lesize,9,,2

lesize,10,,2lesize,11,,2lesize,12,,2mshape,1,3dmshkey,0vmesh,1! b.c============!=====================nsel,s,loc,y,0D,all,allallsel,all! reinfoce

et,2,link8r,2,78.5e-6mp,ex,2,200e9mp,prxy,2,.3tb,biso,2tbdata,1,520e6,10e6type,2

mat,2real,2*do,I,4622,4705,1E,I,I+1*enddo

*do,I,362,445,1

E,I,I+1*enddoallsel,all! rib T section!---------------et,3,beam188

keyopt,3,1,0mp,ex,3,26998e6sectype,1,beam,Tsecdata,0.6,0.6,0.1,0.3type,3

mat,3real,3

*do,I,48,90,1E,I,I+1*enddo

*do,I,3,45,1E,I,I+1*enddoE,2,46E,2,48

allselfinish/solu


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! 1 load stepeqslv,sparselnsrch,on

pred,ontime,10deltim,5neqit,99cnvtol,u,3,0.5F,2,fy,-100savesolvesave


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Dome- 2 rib

/prep7/view,1,1,1,1/vup,1,y

*ask,R,Raduis of the Dome,50*ask,T,thickness of the Dome,0.07

! =============sphere,R,R-T,0,180

!=== element

!====================

et,1,solid65r,1,,,,,

mp,ex,1,34480e6mp,prxy,1,.15

TB,concr,1 ! Willam and Warnik

tbdata,1,0.2,0.7,2.2e6,45e6

lesize,13,,2lesize,14,,2lesize,1,,2lesize,2,,2

lesize,3,,2lesize,4,,2lesize,5,,2lesize,6,,2lesize,7,,2

lesize,8,,2lesize,9,,2lesize,10,,2lesize,11,,2lesize,12,,2mshape,1,3dmshkey,0vmesh,1

! b.c============!=====================

nsel,s,loc,y,0D,all,all


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allsel,all

! reinfoce

et,2,link8r,2,78.5e-6mp,ex,2,200e9mp,prxy,2,.3tb,biso,2tbdata,1,520e6,10e6

type,2mat,2real,2

*do,I,4622,4705,1

E,I,I+1*enddo

*do,I,362,445,1E,I,I+1*enddo

allsel,all

! rib T section!---------------et,3,beam188

keyopt,3,1,0

mp,ex,3,26998e6sectype,1,beam,Tsecdata,0.6,0.6,0.1,0.3

type,3

mat,3real,3

! 1 rib

!============*do,I,48,90,1

E,I,I+1*enddo

*do,I,3,45,1E,I,I+1*enddoE,2,46E,2,48

allsel

! 2 rib


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!=======e,2,403e,403,764

e,764,1110e,1110,1436e,1436,1585e,1585,1720e,1720,1833e,1833,1909e,1909,1979e,1979,2041e,2041,2120e,2120,2079e,2079,2027e,2027,1961

e,1961,1890e,1890,1811e,1811,1352e,1352,1020

!---------

e,2,4664e,4664,5024e,5024,5367e,5367,5686e,5686,5828

e,5828,6042e,6042,6182

e,6182,6255e,6255,6266e,6266,6214e,6214,6152e,6152,6005

e,6005,5891e,5891,5755

allsel

finish

/solu

! 1 load step

eqslv,sparse

lnsrch,onpred,on

time,10deltim,5


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neqit,99cnvtol,u,3,0.5

F,2,fy,-100

savesolvesave


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Concrete beam with shell

/filname,conSt11/prep7/view,1,1,1,1/vup,1,+y

!element concrete!----------

et,1,65r,1,,,,,,mp,ex,1,26998

mp,prxy,1,.15tb,miso,1

tbpt,,1.0001e-3,27tbpt,,1.587e-3,36.41tbpt,,2.174e-3,40.96tbpt,,2.76e-3,42.2tbpt,,3e-3,42.2

tb,concr,1

tbdata,1,.5,.7,2.2,42.2,,,,,

!element reinfocemnt bottom!-------------------------et,2,8

r,2,202,mp,ex,2,210000

mp,prxy,2,.3tb,biso,2tbdata,1,598,10

!element reinfocemnt top

!-------------------------et,3,8

r,3,113,mp,ex,3,210000mp,prxy,3,.3tb,biso,3tbdata,1,596,10

!elemnt stirrups!------------et,4,8r,4,31.9mp,ex,4,210000

mp,prxy,4,.3tb,biso,4tbdata,1,348,10


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! plotting the concret!--------

block,0,80,0,240,0,1000

type,1mat,1real,1

lesize,9,25lesize,10,25lesize,11,25lesize,12,25

lesize,7,40

lesize,5,40lesize,2,40lesize,4,40

lesize,1,30lesize,3,30lesize,6,30

lesize,8,30

vmesh,allallsel,all

! plotting main reinforcement

!=============================

type,2mat,2real,2

! bottom reinforcement!====================E,912,873E,873,872

e,872,871e,871,870

e,870,869e,869,868e,868,867e,867,866e,866,865e,865,864e,864,863e,863,862e,862,861

e,861,860e,860,859e,859,858


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e,858,857e,857,856e,856,855

e,855,854e,854,853e,853,852e,852,851e,851,850e,850,849e,849,848e,848,847e,847,846e,846,845e,845,844e,844,843

e,843,842e,842,841e,841,840e,840,839e,839,838e,838,837e,837,836

e,836,835e,835,874

allsel,all

!top reinfocement

!===============type,3mat,3real,3

e,1030,1069e,1069,1070e,1070,1071e,1071,1072e,1072,1073

e,1073,1074e,1074,1075

e,1075,1076e,1076,1077e,1077,1080e,1080,1081e,1081,1082e,1082,1083e,1083,1084e,1084,1085e,1085,1086

e,1086,1087e,1087,1088e,1088,1089


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e,1089,1090e,1090,1091e,1091,1092

e,1092,1093e,1093,1094e,1094,1095e,1095,1096e,1096,1097e,1097,1098e,1098,1099e,1099,1100e,1100,1101e,1101,1102e,1102,1103e,1103,1104

e,1104,1105e,1105,1106e,1106,1107e,1107,1068

allsel,all

!b.cs simply support!====================d,129,uy,0d,136,uy,0d,58,uy,0

! b.cs. for cutting

!===================asel,s,,,1nsla,s,1d,all,uz,0allsel,all

asel,s,,,5nsla,s,1d,all,ux,0allsel,all

!ploting the stirrups!====================

type,4mat,4real,4

! stirrup 1!==========

e,291,871e,871,910e,910,949


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e,949,988e,988,1027e,1027,1066

e,1066,1105e,1105,525

! stirrup 2!==========e,293,869e,869,908e,908,947e,947,986e,986,1025e,1025,1064

e,1064,1103e,1103,527

! stirrup 3!==========e,303,859

e,859,898e,898,937e,937,976e,976,1015e,1015,1054

e,1054,1093e,1093,537

! stirrup 4!==========e,313,849e,849,888

e,888,927e,927,966e,966,1005e,1005,1044e,1044,1083

e,1083,547

! stirrup 5!==========e,323,839e,839,878e,878,917e,917,956e,956,995e,995,1034e,1034,1073

e,1073,557

allsel,all


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!==========================! carbon fiber

!elemnt strip(cfrp)!-------------et,5,solid45r,5,,,,mp,ex,5,180000mp,nuxy,5,0.3

th=0.36

! ploting the strip , carbon fiber!====================================

block,80,80+th,0,50,300,1000

block,80,80+th,190,240,300,1000

block,80,80+th,-th,240,850,900

vgen,5,4,,,,,-100

! baseblock,0,80+th,0,-th,850,900vgen,5,9,,,,,-100

vadd,2,3,4,5,6,7,8vadd,9,10,11,12,13,14

type,5mat,5real,5

MSHAPE,1,3DMSHKEY,0esize,25

vmesh,2

! contact pair

! contact element " concrete "ET,6,49keyopt,6,1,0keyopt,6,3,1

r,6,30e3,30e2,0.9,,,mp,mu,6,0.01

! wall

!=======

! upper


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!========nsel,s,,,183,210,1nsel,a,,,568,757,7

nsel,a,,,567,756,7nsel,a,,,31nsel,a,,,37,38,1

cm,cont1,node

ASEL,S,,,94ASEL,A,,,101ASEL,A,,,129ASEL,A,,,108ASEL,A,,,131ASEL,A,,,115

ASEL,A,,,133ASEL,A,,,122ASEL,A,,,135ASEL,A,,,128ASEL,A,,,87

NSLA,S,1

cm,targ1,nodensel,all

! Lower

!============nsel,s,,,105,132,1

nsel,a,,,562,751,7nsel,a,,,563,752,7nsel,a,,,29nsel,a,,,32,33,1

cm,cont2,node

ASEL,s,,,86ASEL,A,,,143ASEL,A,,,144

ASEL,A,,,145ASEL,A,,,146

ASEL,A,,,147ASEL,A,,,148ASEL,A,,,151ASEL,A,,,152ASEL,A,,,153ASEL,A,,,79

NSLA,S,1cm,targ2,node

nsel,all


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! incline! (1)nsel,s,,,587,601,7

nsel,a,,,586,600,7nsel,a,,,585,599,7

cm,cont3,node

ASEL,s,,,169

NSLA,S,1cm,targ3,nodensel,all

! (2)nsel,s,,,615,629,7nsel,a,,,614,628,7nsel,a,,,613,627,7

cm,cont4,node

ASEL,s,,,173


! (3)

nsel,s,,,643,657,7nsel,a,,,642,656,7nsel,a,,,641,655,7

cm,cont5,node

ASEL,s,,,177


nsel,all


cm,cont6,node

ASEL,s,,,181



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! (5)nsel,s,,,699,713,7

nsel,a,,,698,712,7nsel,a,,,697,711,7

cm,cont7,node

ASEL,s,,,185


allsel,all

!B.C.! baseASEL,S,,,54ASEL,a,,,60

ASEL,a,,,66ASEL,a,,,72ASEL,a,,,78

! wall

ASEL,a,,,12ASEL,a,,,35

ASEL,a,,,170ASEL,a,,,92ASEL,a,,,100ASEL,a,,,130ASEL,a,,,210



ASEL,a,,,114ASEL,a,,,208ASEL,a,,,134ASEL,a,,,195ASEL,a,,,182ASEL,a,,,121ASEL,a,,,207ASEL,a,,,136ASEL,a,,,201



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ASEL,a,,,89ASEL,a,,, 53ASEL,a,,,59


NSLA,S,1D,all,ux,0nsel,all

ASEL,S,,,8ASEL,a,,,14ASEL,a,,,32ASEL,a,,,42

ASEL,a,,,188ASEL,a,,,194ASEL,a,,,200ASEL,a,,,169ASEL,a,,,172ASEL,a,,,176ASEL,a,,,180




! ASEL,a,,,

NSLA,S,1D,all,uz,0nsel,all

ASEL,S,,,85

ASEL,a,,,150ASEL,a,,,149ASEL,a,,,93ASEL,a,,,22ASEL,a,,,95ASEL,a,,,26ASEL,a,,,102ASEL,a,,,34ASEL,a,,,109



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ASEL,a,,,88

NSLA,S,1D,all,ux,0D,all,uz,0

nsel,allallsel,all

! base!===========


cm,cont8,node

ASEL,s,,,36

NSLA,S,1



cm,cont9,node

ASEL,s,,,44


nsel,all


cm,cont10,node

ASEL,s,,,190

NSLA,S,1


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cm,cont11,node

ASEL,s,,,196



cm,cont12,node

ASEL,s,,,202


nsel,all

allsel,all

!B.CASEL,S,,,15ASEL,a,,,17ASEL,a,,,19ASEL,a,,,23

ASEL,a,,,25

NSLA,S,1D,all,ux,0D,all,uz,0

allsel,all

type,6mat,6real,6


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!------------

gcgen,cont1,targ1gcgen,targ1,cont1

!-----------------


!------------

gcgen,cont3,targ3

gcgen,targ3,cont3

!-----------------

!------------

gcgen,cont4,targ4

gcgen,targ4,cont4

!-----------------

!------------

gcgen,cont5,targ5

gcgen,targ5,cont5

!-----------------

!------------


!-----------------

!------------


!-----------------

!------------

gcgen,cont8,targ8

gcgen,targ8,cont8

!-----------------


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!------------


!-----------------!------------


!-----------------!------------


!-----------------

!------------


!-----------------allsel,all

finish

/solu! Load step 1!-------------! load 1!============

f,183,fy,-10f,277,fy,-20f,238,fy,-10allseloutres,all,all

outpr,all,allpred,on

lnsrch,onneqit,99time,10deltim,5cnvtol,u,100,0.5savesolvesave


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Examples of Concrete Element SOLID65