fini /clear l=100 ! Rohrlänge [mm] tp=20 ! Plattenhöhe tr=10 ! Stahlringdicke r=150 ! Äußerer Radius außerer Stahlring r1=30 ! Äußerer Radius innerer Stahlring ! E=210000 nu=0.3 Ecm=31900 ! E-Modul Beton [N/m^2] fcm=33.0 ! einaxiale Druckfestigkeit bfcm=3*fcm ! biaxiale Druckfestigkeit Beton [N/m^2] fctm=2.9 ! einaxiale Zugfestigkeit Beton [N/m^2] nuc=0.2 ! Querdehn- bzw. -kontraktionszahl Beton [-] s=20 !Schritte v=0.02 !Verschiebung z=5 !Anazhl Betonelemente in y-Richtung y=2 !Anzahl Stahlelemente in y-Richtung x=18 !Anazhl Elemente in Kreisrichtung Pi=acos(-1) !PI a=(pi*r)/(2) !Länge der Platte ElGross=a/10 /prep7 ! --- GEOMETRIE -------------------------------------------------- !----- Platten----- k,1,0,r,0 k,2,a,r,0 k,3,a,r,l k,4,0,r,l a,1,2,3,4 !-----äußerer Stahlring----- cylind,r-tr,r,0,l/2, 0, 90 !-----Betonring----- cylind,r1,r-tr,0,l/2, 0, 90 !-----innerer Stahlring----- cylind,r1-tr,r1,0,l/2, 0, 90 !vglue,all numcmp,volu !V1,3: Ringe V2:Beton !-----Richtiges Vernetzen---- csys,1 lsel,s,loc,y,45 LESIZE,all, , ,x lsel,all lsel,s,loc,x,(r-tr+r)/2 lsel,a,loc,x,(r1-tr+r1)/2 LESIZE,all, , ,y lsel,all lsel,s,loc,x,(r1+r-tr)/2 !Beton LESIZE,all, , ,z lsel,all csys,0 !------Material Stahl----- vsel,s,,,1 vsel,a,,,3 et,2,SOLID185 !Element Stahl mp,ex,2,E !E-Modul mp,prxy,2,nu !esize,ElGross type,2 mat,2 TB,BISO,2,1,2, TBTEMP,0 TBDATA,,235,23.5,,,, vmesh,all vsel,all !------Material Beton----- vsel,s,,,2 et,1,solid65 !Element Beton mp,ex,1,Ecm !E-Modul mp,prxy,1,nuc !Querdehnzahl tb,concr,1 tbdata,3,fctm tbdata,4,fcm TB,miso,matid,1,22 tbtemp,22.0 TBPT,DEFI,0,0 TBPT,DEFI,0.0001,3.19 TBPT,DEFI,0.0002,6.15 TBPT,DEFI,0.0003,9.12 TBPT,DEFI,0.0004,11.98 TBPT,DEFI,0.0005,14.69 TBPT,DEFI,0.0006,17.23 TBPT,DEFI,0.0007,19.58 TBPT,DEFI,0.0008,21.73 TBPT,DEFI,0.0009,23.67 TBPT,DEFI,0.0010,25.4 TBPT,DEFI,0.0011,26.92 TBPT,DEFI,0.0012,28.23 TBPT,DEFI,0.0013,29.36 TBPT,DEFI,0.0014,30.30 TBPT,DEFI,0.0015,31.07 TBPT,DEFI,0.0016,31.70 TBPT,DEFI,0.0017,32.18 TBPT,DEFI,0.0018,32.54 TBPT,DEFI,0.0019,32.79 TBPT,DEFI,0.0020,32.94 TBPT,DEFI,0.0021,33.0 type,1 !Zuweisung Element mat,1 !Zuweisung Material vmesh,all !Vernetzen vsel,all !-----------Lagerung--------------------------------------------- nsel,s,loc,x,0 d,all,ux,0 nsel,s,loc,y,0 d,all,uy,0 nsel,s,loc,z,0 d,all,uz,0 allsel !/eof !---- Kontakt--------------------------------------------------- CM,_CONTACT,AREA !* /COM, CONTACT PAIR CREATION - START CM,_NODECM,NODE CM,_ELEMCM,ELEM CM,_KPCM,KP CM,_LINECM,LINE CM,_AREACM,AREA CM,_VOLUCM,VOLU /GSAV,cwz,gsav,,temp MP,MU,2, MAT,2 R,3 REAL,3 ET,3,170 ET,4,175 KEYOPT,4,9,0 KEYOPT,4,10,2 R,3, RMORE, RMORE,,0 RMORE,0 ! Generate the target surface ASEL,S,,,1 CM,_TARGET,AREA AATT,-1,3,3,-1 TYPE,3 AMESH,ALL ! Generate the contact surface ASEL,S,,,2 ASEL,A,,,3 ASEL,A,,,4 ASEL,A,,,5 ASEL,A,,,6 ASEL,A,,,7 CM,_CONTACT,AREA TYPE,4 NSLA,S,1 ESLN,S,0 NSLE,A,CT2 ! CZMESH patch (fsk qt-40109 8/2008) ESURF *SET,_REALID,3 ALLSEL ESEL,ALL ESEL,S,TYPE,,3 ESEL,A,TYPE,,4 ESEL,R,REAL,,3 ASEL,S,REAL,,3 /PSYMB,ESYS,1 /PNUM,TYPE,1 /NUM,1 EPLOT ESEL,ALL ESEL,S,TYPE,,3 ESEL,A,TYPE,,4 ESEL,R,REAL,,3 ASEL,S,REAL,,3 CMSEL,A,_NODECM CMDEL,_NODECM CMSEL,A,_ELEMCM CMDEL,_ELEMCM CMSEL,S,_KPCM CMDEL,_KPCM CMSEL,S,_LINECM CMDEL,_LINECM CMSEL,S,_AREACM CMDEL,_AREACM CMSEL,S,_VOLUCM CMDEL,_VOLUCM /GRES,cwz,gsav CMDEL,_TARGET CMDEL,_CONTACT /COM, CONTACT PAIR CREATION - END /VIEW,1,,,1 /ANG,1 /REP,FAST CM,_TARGET,AREA !* CM,_CONTACT,AREA !* /COM, CONTACT PAIR CREATION - START CM,_NODECM,NODE CM,_ELEMCM,ELEM CM,_KPCM,KP CM,_LINECM,LINE CM,_AREACM,AREA CM,_VOLUCM,VOLU /GSAV,cwz,gsav,,temp MP,MU,2,0 MAT,2 R,4 REAL,4 ET,5,170 ET,6,174 KEYOPT,6,9,0 KEYOPT,6,10,2 R,4, RMORE, RMORE,,0 RMORE,0 ! Generate the target surface ASEL,S,,,2 ASEL,A,,,3 ASEL,A,,,4 ASEL,A,,,5 ASEL,A,,,6 ASEL,A,,,7 CM,_TARGET,AREA TYPE,5 NSLA,S,1 ESLN,S,0 ESLL,U ESEL,U,ENAME,,188,189 NSLE,A,CT2 ESURF CMSEL,S,_ELEMCM ! Generate the contact surface ASEL,S,,,8 ASEL,A,,,9 ASEL,A,,,10 ASEL,A,,,11 ASEL,A,,,12 ASEL,A,,,13 CM,_CONTACT,AREA TYPE,6 NSLA,S,1 ESLN,S,0 NSLE,A,CT2 ! CZMESH patch (fsk qt-40109 8/2008) ESURF !* Create Companion Pair - Start R,5 REAL,5 ET,7,170 ET,8,174 KEYOPT,8,9,0 KEYOPT,8,10,2 R,5, RMORE, RMORE,,0 RMORE,0 TYPE,7 ESEL,S,TYPE,,6 NSLE,S ESLN,S,0 ESURF TYPE,8 ESEL,S,TYPE,,5 NSLE,S ESLN,S,0 ESURF !* Create Companion Pair - End ALLSEL ESEL,ALL ESEL,S,TYPE,,5 ESEL,A,TYPE,,6 ESEL,R,REAL,,4 /PSYMB,ESYS,1 /PNUM,TYPE,1 /NUM,1 EPLOT ESEL,ALL ESEL,S,TYPE,,5 ESEL,A,TYPE,,6 ESEL,R,REAL,,4 ESEL,A,TYPE,,7 ESEL,A,TYPE,,8 CMSEL,A,_NODECM CMDEL,_NODECM CMSEL,A,_ELEMCM CMDEL,_ELEMCM CMSEL,S,_KPCM CMDEL,_KPCM CMSEL,S,_LINECM CMDEL,_LINECM CMSEL,S,_AREACM CMDEL,_AREACM CMSEL,S,_VOLUCM CMDEL,_VOLUCM /GRES,cwz,gsav CMDEL,_TARGET CMDEL,_CONTACT /COM, CONTACT PAIR CREATION - END CM,_TARGET,AREA !* CM,_CONTACT,AREA !* /COM, CONTACT PAIR CREATION - START CM,_NODECM,NODE CM,_ELEMCM,ELEM CM,_KPCM,KP CM,_LINECM,LINE CM,_AREACM,AREA CM,_VOLUCM,VOLU /GSAV,cwz,gsav,,temp MP,MU,2,0 MAT,2 R,6 REAL,6 ET,9,170 ET,10,174 KEYOPT,10,9,0 KEYOPT,10,10,2 R,6, RMORE, RMORE,,0 RMORE,0 ! Generate the target surface ASEL,S,,,8 ASEL,A,,,9 ASEL,A,,,10 ASEL,A,,,11 ASEL,A,,,12 ASEL,A,,,13 CM,_TARGET,AREA TYPE,9 NSLA,S,1 ESLN,S,0 ESLL,U ESEL,U,ENAME,,188,189 NSLE,A,CT2 ESURF CMSEL,S,_ELEMCM ! Generate the contact surface ASEL,S,,,14 ASEL,A,,,15 ASEL,A,,,16 ASEL,A,,,17 ASEL,A,,,18 ASEL,A,,,19 CM,_CONTACT,AREA TYPE,10 NSLA,S,1 ESLN,S,0 NSLE,A,CT2 ! CZMESH patch (fsk qt-40109 8/2008) ESURF !* Create Companion Pair - Start R,7 REAL,7 ET,11,170 ET,12,174 KEYOPT,12,9,0 KEYOPT,12,10,2 R,7, RMORE, RMORE,,0 RMORE,0 TYPE,11 ESEL,S,TYPE,,10 NSLE,S ESLN,S,0 ESURF TYPE,12 ESEL,S,TYPE,,9 NSLE,S ESLN,S,0 ESURF !* Create Companion Pair - End ALLSEL ESEL,ALL ESEL,S,TYPE,,9 ESEL,A,TYPE,,10 ESEL,R,REAL,,6 /PSYMB,ESYS,1 /PNUM,TYPE,1 /NUM,1 EPLOT ESEL,ALL ESEL,S,TYPE,,9 ESEL,A,TYPE,,10 ESEL,R,REAL,,6 ESEL,A,TYPE,,11 ESEL,A,TYPE,,12 CMSEL,A,_NODECM CMDEL,_NODECM CMSEL,A,_ELEMCM CMDEL,_ELEMCM CMSEL,S,_KPCM CMDEL,_KPCM CMSEL,S,_LINECM CMDEL,_LINECM CMSEL,S,_AREACM CMDEL,_AREACM CMSEL,S,_VOLUCM CMDEL,_VOLUCM /GRES,cwz,gsav CMDEL,_TARGET CMDEL,_CONTACT /COM, CONTACT PAIR CREATION - END ! --- BELASTUNG --------------------------------------------------- /solu CNVTOL,U,,0.05 outres,all,all !gib alle resultate aus autots,on nsubst,5,20,3 s=15 v=0.039 *do,i,1,s nsel,s,loc,y,r d,all,uy,-(i/s)*v allsel time,i solve *enddo !--------------------------------------- /EXPAND,1,RECT,HALF,0,1e-005,0,1,RECT,HALF,1e-005,0,0, ,RECT,FULL,,,, /post1 /dscale,,10 pldi,2 plns,s,eqv /type,,0 /DEVICE,VECTOR,1 plcr,0,0