Examples of Concrete Element SOLID65- Hani Aziz Ameen

Examples of concrete element SOLID65

Dr. Hani Aziz Ameen

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 - Round 2- Ash Tray - Square 3- Bench - Curved 4- Bench - Piece 5- Bench - Piece 6- Block edge 7- Dom with 1-rib 8- Dome with 2 - rib 9- Beam with shell

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



Dr. Hani Aziz Ameen

Examples of concrete element SOLID65 /prep7 /view,1,1,1,1 *ask,SFLI,concentrated load an center of bench [N],10 k,1 k,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,1,2,3,4,5,6,7,8,9,10,1 vrotat,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,,,13 nsla,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


Dr. Hani Aziz Ameen

Examples of concrete element SOLID65 !================== asel,s,,,20,21 asel,a,,,31,32 asel,a,,,42,43 asel,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 SOLVE SAVE /eof


Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen


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


Dr. Hani Aziz Ameen


vext,8,,,,,-11*25.4,0.7,0.7 vsbv,1,2 ! Concret !=== 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,,,1 nsla,s,1 D,all,all nsel,all allsel,all finish /SOLU eqslv,sparse neqit,25 ncnv,0 nropt,1 outres,all,all outpr,all,all ! Load OF MATERIAL !================== asel,s,,,9,12 asel,a,,,7 !nsla,s,1 !F,all,Fz,-SFLI SFA,all,,pres,1 sftran ALLSEL TIME,1 DELTIM,0.01 cnvtol,u,5,0.1,,,2 SAVE SOLVE SAVE /eof


Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen


/prep7 /view,1,1,1,1 *ask,SFLI,concentrated load an center of bench [N],10 k,1 circle,1,24*25.4 circle,1,39*25.4 rectng,-17*25.4,17*25.4,0,34*25.4 adele,1 lcsl,2,12 lcsl,1,10 FLST,2,10,4,ORDE,6 FITEM,2,2 FITEM,2,-4 FITEM,2,9 FITEM,2,11 FITEM,2,14 FITEM,2,-18 LDELE,P51X rectng,-27*25.4,27*25.4,0,54*25.4 adele,1 lcsl,4,6 lcsl,2,5 FLST,2,10,4,ORDE,9 FITEM,2,1 FITEM,2,3 FITEM,2,-4 FITEM,2,7 FITEM,2,-8 FITEM,2,10 FITEM,2,-11 FITEM,2,14 FITEM,2,-16 LDELE,P51X allsel,all l,20,14 l,15,21 Al,1,13,12,2,6,9 voffst,1,3*25.4 csys,1 lgen,2,7,,,,10 lgen,2,19,,,,5 lgen,2,3,,,,-10 lgen,2,21,,,,-5 l,33,35 l,32,34 l,28,30 l,29,31 Al,23,22,24,21 Al,25,19,26,20 csys,0 voffst,9,16.5*25.4 voffst,10,-16.5*25.4


Dr. Hani Aziz Ameen


vadd,all ! Concret !=== 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,,,16 asel,a,,,11 nsla,s,1 D,all,all nsel,all allsel,all finish /SOLU eqslv,sparse neqit,25 ncnv,0 nropt,1 outres,all,all outpr,all,all ! Load OF MATERIAL !================== F,129,Fz,SFLI F,134,Fz,SFLI F,125,Fz,SFLI sftran ALLSEL TIME,1 DELTIM,0.1 cnvtol,u,5,0.1,,,2 SAVE SOLVE SAVE /eof


Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen


/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*25.4 rectng,19*25.4,23*25.4,0,15*25.4 rectng,49*25.4,53*25.4,0,15*25.4 aadd,all voffst,4,15*25.4 ! 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,1 allsel,all ! B.c asel,s,,,7 asel,a,,,11 nsla,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 !================== F,126,Fy,-SFLI F,120,Fy,-SFLI F,132,Fy,-SFLI sftran ALLSEL TIME,1 DELTIM,0.1 cnvtol,u,5,0.1,,,2 SAVE SOLVE SAVE /eof


Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen


/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*25.4 rectng,0,4*25.4,0,12*25.4 rectng,68*25.4,72*25.4,0,12*25.4 aadd,all voffst,4,24*25.4 ! Concret !=== 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,1 allsel,all ! B.c asel,s,,,6 asel,a,,,10 nsla,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 !================== F,109,Fy,-SFLI F,105,Fy,-SFLI F,124,Fy,-SFLI sftran ALLSEL TIME,1 DELTIM,0.1 cnvtol,u,5,0.1,,,2 SAVE SOLVE SAVE /eof


Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen


Block Edge

/prep7 /view,1,1,1,1 *ask,SFLI,concentrated load an center of Edge [N],10 k,1 k,2,75 k,3,75,125 k,4,37,200 k,5,0,200 A,1,2,3,4,5 voffst,1,915 !=== 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


Dr. Hani Aziz Ameen


VMESH,all allsel,all ! B.c asel,s,,,3 nsla,s,1 D,all,all nsel,all allsel,all finish /SOLU eqslv,sparse neqit,25 ncnv,0 nropt,1 outres,all,all outpr,all,all ! Load OF MATERIAL !================== asel,s,,,5 !nsla,s,1 !F,all,Fz,-SFLI SFA,all,,pres,1 sftran ALLSEL !F,77,Fy,-SFLI !sftran !ALLSEL TIME,1 DELTIM,0.1 cnvtol,u,5,0.1,,,2

SAVE SOLVE SAVE /eof


Dr. Hani Aziz Ameen


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,solid65 r,1,,,,, mp,ex,1,34480e6 mp,prxy,1,.15 TB,concr,1 ! Willam and Warnik tbdata,1,0.2,0.7,2.2e6,45e6 lesize,13,,2 lesize,14,,2 lesize,1,,2 lesize,2,,2 lesize,3,,2 lesize,4,,2 lesize,5,,2 lesize,6,,2


Dr. Hani Aziz Ameen


lesize,7,,2 lesize,8,,2 lesize,9,,2 lesize,10,,2 lesize,11,,2 lesize,12,,2 mshape,1,3d mshkey,0 vmesh,1 ! b.c============ !===================== nsel,s,loc,y,0 D,all,all allsel,all ! reinfoce et,2,link8 r,2,78.5e-6 mp,ex,2,200e9 mp,prxy,2,.3 tb,biso,2 tbdata,1,520e6,10e6 type,2 mat,2 real,2 *do,I,4622,4705,1 E,I,I+1 *enddo *do,I,362,445,1 E,I,I+1 *enddo allsel,all! rib T section !--------------et,3,beam188 keyopt,3,1,0 mp,ex,3,26998e6 sectype,1,beam,T secdata,0.6,0.6,0.1,0.3 type,3 mat,3 real,3 *do,I,48,90,1 E,I,I+1 *enddo *do,I,3,45,1 E,I,I+1 *enddo E,2,46 E,2,48 allsel finish /solu


Dr. Hani Aziz Ameen


! 1 load step eqslv,sparse lnsrch,on pred,on time,10 deltim,5 neqit,99 cnvtol,u,3,0.5 F,2,fy,-100 save solve save


Dr. Hani Aziz Ameen


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,solid65 r,1,,,,, mp,ex,1,34480e6 mp,prxy,1,.15 TB,concr,1 ! Willam and Warnik tbdata,1,0.2,0.7,2.2e6,45e6

lesize,13,,2 lesize,14,,2 lesize,1,,2 lesize,2,,2 lesize,3,,2 lesize,4,,2 lesize,5,,2 lesize,6,,2 lesize,7,,2 lesize,8,,2 lesize,9,,2 lesize,10,,2 lesize,11,,2 lesize,12,,2 mshape,1,3d mshkey,0 vmesh,1

! b.c============ !===================== nsel,s,loc,y,0 D,all,all


Dr. Hani Aziz Ameen


allsel,all ! reinfoce et,2,link8 r,2,78.5e-6 mp,ex,2,200e9 mp,prxy,2,.3 tb,biso,2 tbdata,1,520e6,10e6 type,2 mat,2 real,2 *do,I,4622,4705,1 E,I,I+1 *enddo *do,I,362,445,1 E,I,I+1 *enddo allsel,all ! rib T section !--------------et,3,beam188 keyopt,3,1,0 mp,ex,3,26998e6 sectype,1,beam,T secdata,0.6,0.6,0.1,0.3 type,3 mat,3 real,3

! 1 rib !============ *do,I,48,90,1 E,I,I+1 *enddo *do,I,3,45,1 E,I,I+1 *enddo E,2,46 E,2,48 allsel ! 2 rib


Dr. Hani Aziz Ameen


!======= e,2,403 e,403,764 e,764,1110 e,1110,1436 e,1436,1585 e,1585,1720 e,1720,1833 e,1833,1909 e,1909,1979 e,1979,2041 e,2041,2120 e,2120,2079 e,2079,2027 e,2027,1961 e,1961,1890 e,1890,1811 e,1811,1352 e,1352,1020 !--------e,2,4664 e,4664,5024 e,5024,5367 e,5367,5686 e,5686,5828 e,5828,6042 e,6042,6182 e,6182,6255 e,6255,6266 e,6266,6214 e,6214,6152 e,6152,6005 e,6005,5891 e,5891,5755

allsel finish /solu ! 1 load step eqslv,sparse lnsrch,on pred,on time,10 deltim,5


Dr. Hani Aziz Ameen


neqit,99 cnvtol,u,3,0.5 F,2,fy,-100 save solve save


Dr. Hani Aziz Ameen


Concrete beam with shell /filname,conSt11 /prep7 /view,1,1,1,1 /vup,1,+y !element concrete !---------et,1,65 r,1,,,,,, mp,ex,1,26998 mp,prxy,1,.15 tb,miso,1 tbpt,,1.0001e-3,27 tbpt,,1.587e-3,36.41 tbpt,,2.174e-3,40.96 tbpt,,2.76e-3,42.2 tbpt,,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,.3 tb,biso,2 tbdata,1,598,10 !element reinfocemnt top !------------------------et,3,8 r,3,113, mp,ex,3,210000 mp,prxy,3,.3 tb,biso,3 tbdata,1,596,10 !elemnt stirrups !-----------et,4,8 r,4,31.9 mp,ex,4,210000 mp,prxy,4,.3 tb,biso,4 tbdata,1,348,10


Dr. Hani Aziz Ameen


! plotting the concret !-------block,0,80,0,240,0,1000 type,1 mat,1 real,1 lesize,9,25 lesize,10,25 lesize,11,25 lesize,12,25 lesize,7,40 lesize,5,40 lesize,2,40 lesize,4,40 lesize,1,30 lesize,3,30 lesize,6,30 lesize,8,30 vmesh,all allsel,all

! plotting main reinforcement !============================= type,2 mat,2 real,2 ! bottom reinforcement !==================== E,912,873 E,873,872 e,872,871 e,871,870 e,870,869 e,869,868 e,868,867 e,867,866 e,866,865 e,865,864 e,864,863 e,863,862 e,862,861 e,861,860 e,860,859 e,859,858


Dr. Hani Aziz Ameen


e,858,857 e,857,856 e,856,855 e,855,854 e,854,853 e,853,852 e,852,851 e,851,850 e,850,849 e,849,848 e,848,847 e,847,846 e,846,845 e,845,844 e,844,843 e,843,842 e,842,841 e,841,840 e,840,839 e,839,838 e,838,837 e,837,836 e,836,835 e,835,874 allsel,all

!top reinfocement !=============== type,3 mat,3 real,3 e,1030,1069 e,1069,1070 e,1070,1071 e,1071,1072 e,1072,1073 e,1073,1074 e,1074,1075 e,1075,1076 e,1076,1077 e,1077,1080 e,1080,1081 e,1081,1082 e,1082,1083 e,1083,1084 e,1084,1085 e,1085,1086 e,1086,1087 e,1087,1088 e,1088,1089


Dr. Hani Aziz Ameen


e,1089,1090 e,1090,1091 e,1091,1092 e,1092,1093 e,1093,1094 e,1094,1095 e,1095,1096 e,1096,1097 e,1097,1098 e,1098,1099 e,1099,1100 e,1100,1101 e,1101,1102 e,1102,1103 e,1103,1104 e,1104,1105 e,1105,1106 e,1106,1107 e,1107,1068 allsel,all !b.cs simply support !==================== d,129,uy,0 d,136,uy,0 d,58,uy,0 ! b.cs. for cutting !=================== asel,s,,,1 nsla,s,1 d,all,uz,0 allsel,all asel,s,,,5 nsla,s,1 d,all,ux,0 allsel,all

!ploting the stirrups !==================== type,4 mat,4 real,4 ! stirrup 1 !========== e,291,871 e,871,910 e,910,949


Dr. Hani Aziz Ameen


e,949,988 e,988,1027 e,1027,1066 e,1066,1105 e,1105,525

! stirrup 2 !========== e,293,869 e,869,908 e,908,947 e,947,986 e,986,1025 e,1025,1064 e,1064,1103 e,1103,527

! stirrup 3 !========== e,303,859 e,859,898 e,898,937 e,937,976 e,976,1015 e,1015,1054 e,1054,1093 e,1093,537 ! stirrup 4 !========== e,313,849 e,849,888 e,888,927 e,927,966 e,966,1005 e,1005,1044 e,1044,1083 e,1083,547 ! stirrup 5 !========== e,323,839 e,839,878 e,878,917 e,917,956 e,956,995 e,995,1034 e,1034,1073 e,1073,557 allsel,all


Dr. Hani Aziz Ameen


!========================== ! carbon fiber !elemnt strip(cfrp) !------------et,5,solid45 r,5,,,, mp,ex,5,180000 mp,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 ! base block,0,80+th,0,-th,850,900 vgen,5,9,,,,,-100 vadd,2,3,4,5,6,7,8 vadd,9,10,11,12,13,14 type,5 mat,5 real,5 MSHAPE,1,3D MSHKEY,0 esize,25 vmesh,2 ! contact pair ! contact element " concrete " ET,6,49 keyopt,6,1,0 keyopt,6,3,1 r,6,30e3,30e2,0.9,,, mp,mu,6,0.01 ! wall !======= ! upper


Dr. Hani Aziz Ameen


!======== nsel,s,,,183,210,1 nsel,a,,,568,757,7 nsel,a,,,567,756,7 nsel,a,,,31 nsel,a,,,37,38,1 cm,cont1,node ASEL,S,,,94 ASEL,A,,,101 ASEL,A,,,129 ASEL,A,,,108 ASEL,A,,,131 ASEL,A,,,115 ASEL,A,,,133 ASEL,A,,,122 ASEL,A,,,135 ASEL,A,,,128 ASEL,A,,,87 NSLA,S,1 cm,targ1,node nsel,all

! Lower !============ nsel,s,,,105,132,1 nsel,a,,,562,751,7 nsel,a,,,563,752,7 nsel,a,,,29 nsel,a,,,32,33,1 cm,cont2,node ASEL,s,,,86 ASEL,A,,,143 ASEL,A,,,144 ASEL,A,,,145 ASEL,A,,,146 ASEL,A,,,147 ASEL,A,,,148 ASEL,A,,,151 ASEL,A,,,152 ASEL,A,,,153 ASEL,A,,,79 NSLA,S,1 cm,targ2,node nsel,all


Dr. Hani Aziz Ameen


! incline ! (1) nsel,s,,,587,601,7 nsel,a,,,586,600,7 nsel,a,,,585,599,7 cm,cont3,node ASEL,s,,,169 NSLA,S,1 cm,targ3,node nsel,all

! (2) nsel,s,,,615,629,7 nsel,a,,,614,628,7 nsel,a,,,613,627,7 cm,cont4,node ASEL,s,,,173 NSLA,S,1 cm,targ4,node nsel,all ! (3) nsel,s,,,643,657,7 nsel,a,,,642,656,7 nsel,a,,,641,655,7 cm,cont5,node ASEL,s,,,177 NSLA,S,1 cm,targ5,node nsel,all ! (4) nsel,s,,,671,685,7 nsel,a,,,670,684,7 nsel,a,,,669,683,7 cm,cont6,node ASEL,s,,,181 NSLA,S,1 cm,targ6,node nsel,all


Dr. Hani Aziz Ameen


! (5) nsel,s,,,699,713,7 nsel,a,,,698,712,7 nsel,a,,,697,711,7 cm,cont7,node ASEL,s,,,185 NSLA,S,1 cm,targ7,node nsel,all

allsel,all

!B.C. ! base ASEL,S,,,54 ASEL,a,,,60 ASEL,a,,,66 ASEL,a,,,72 ASEL,a,,,78 ! wall ASEL,a,,,12 ASEL,a,,,35 ASEL,a,,,170 ASEL,a,,,92 ASEL,a,,,100 ASEL,a,,,130 ASEL,a,,,210 ASEL,a,,,43 ASEL,a,,,174 ASEL,a,,,209 ASEL,a,,,189 ASEL,a,,,178 ASEL,a,,,107 ASEL,a,,,132 ASEL,a,,,114 ASEL,a,,,208 ASEL,a,,,134 ASEL,a,,,195 ASEL,a,,,182 ASEL,a,,,121 ASEL,a,,,207 ASEL,a,,,136 ASEL,a,,,201 ASEL,a,,,186 ASEL,a,,,9 ASEL,a,,,127


Dr. Hani Aziz Ameen


ASEL,a,,,89 ASEL,a,,, 53 ASEL,a,,,59 ASEL,a,,,65 ASEL,a,,,71 ASEL,a,,,77 NSLA,S,1 D,all,ux,0 nsel,all ASEL,S,,,8 ASEL,a,,,14 ASEL,a,,,32 ASEL,a,,,42 ASEL,a,,,188 ASEL,a,,,194 ASEL,a,,,200 ASEL,a,,,169 ASEL,a,,,172 ASEL,a,,,176 ASEL,a,,,180 ASEL,a,,,184 ASEL,a,,,7 ASEL,a,,,13 ASEL,a,,,197 ASEL,a,,,191 ASEL,a,,,47 ASEL,a,,,37 ASEL,a,,,29 ASEL,a,,,183 ASEL,a,,,179 ASEL,a,,,175 ASEL,a,,,171 ! ASEL,a,,, NSLA,S,1 D,all,uz,0 nsel,all ASEL,S,,,85 ASEL,a,,,150 ASEL,a,,,149 ASEL,a,,,93 ASEL,a,,,22 ASEL,a,,,95 ASEL,a,,,26 ASEL,a,,,102 ASEL,a,,,34 ASEL,a,,,109 ASEL,a,,,40 ASEL,a,,,142 ASEL,a,,,141


Dr. Hani Aziz Ameen


ASEL,a,,,80 ASEL,a,,,116 ASEL,a,,,46 ASEL,a,,,88 NSLA,S,1 D,all,ux,0 D,all,uz,0 nsel,all allsel,all

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

! (1) nsel,s,,,58,60,1 nsel,a,,,136,138,1 nsel,a,,,127,129,1 cm,cont8,node ASEL,s,,,36 NSLA,S,1 cm,targ8,node nsel,all ! (2) nsel,s,,,62,64,1 nsel,a,,,140,142,1 nsel,a,,,123,125,1 cm,cont9,node ASEL,s,,,44 NSLA,S,1 cm,targ9,node nsel,all ! (3) nsel,s,,,66,68,1 nsel,a,,,144,146,1 nsel,a,,,119,121,1 cm,cont10,node ASEL,s,,,190 NSLA,S,1


Dr. Hani Aziz Ameen


cm,targ10,node nsel,all ! (4) nsel,s,,,70,72,1 nsel,a,,,148,150,1 nsel,a,,,115,117,1 cm,cont11,node ASEL,s,,,196 NSLA,S,1 cm,targ11,node nsel,all ! (5) nsel,s,,,74,76,1 nsel,a,,,152,154,1 nsel,a,,,111,113,1 cm,cont12,node ASEL,s,,,202 NSLA,S,1 cm,targ12,node nsel,all

allsel,all

!B.C ASEL,S,,,15 ASEL,a,,,17 ASEL,a,,,19 ASEL,a,,,23 ASEL,a,,,25 NSLA,S,1 D,all,ux,0 D,all,uz,0

allsel,all

type,6 mat,6 real,6


Dr. Hani Aziz Ameen


!-----------gcgen,cont1,targ1 gcgen,targ1,cont1 !----------------gcgen,cont2,targ2 gcgen,targ2,cont2

!-----------gcgen,cont3,targ3 gcgen,targ3,cont3 !----------------!-----------gcgen,cont4,targ4 gcgen,targ4,cont4 !----------------!-----------gcgen,cont5,targ5 gcgen,targ5,cont5 !----------------!-----------gcgen,cont6,targ6 gcgen,targ6,cont6 !----------------!-----------gcgen,cont7,targ7 gcgen,targ7,cont7 !----------------!-----------gcgen,cont8,targ8 gcgen,targ8,cont8 !-----------------


Dr. Hani Aziz Ameen


!-----------gcgen,cont9,targ9 gcgen,targ9,cont9 !----------------!-----------gcgen,cont10,targ10 gcgen,targ10,cont10 !----------------!-----------gcgen,cont11,targ11 gcgen,targ11,cont11 !----------------!-----------gcgen,cont12,targ12 gcgen,targ12,cont12 !----------------allsel,all finish /solu ! Load step 1 !------------! load 1 !============ f,183,fy,-10 f,277,fy,-20 f,238,fy,-10 allsel outres,all,all outpr,all,all pred,on lnsrch,on neqit,99 time,10 deltim,5 cnvtol,u,100,0.5 save solve save


Dr. Hani Aziz Ameen



Dr. Hani Aziz Ameen

Examples of Concrete Element SOLID65- Hani Aziz Ameen

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