斜拉桥ansys建模Word下载.doc
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*set,x2,(y1-y2)*tan(alfa1*pi/180)!
桥塔上部的X轴向长度
*set,x1,x2+x3!
桥塔的X轴向长度
*set,kp_yy1,0!
定义桥塔上部的索锚固点竖向距离(从塔顶算起)
*set,kp_yy2,2.5185
*set,kp_yy3,3.5788
*set,kp_yy4,4.6469
*set,kp_yy5,5.7248
*set,kp_yy6,6.8151
*set,kp_yy7,7.9211
*set,kp_yy8,9.0479
*set,kp_yy9,10.2027
*set,kp_yy10,11.3965
*set,kp_yy11,12.6470
*set,kp_yy12,13.9848
*set,kp_yy13,15.7143
*set,kp_yy14,17.7041
*set,kp_yy15,22.0000
k,1,-x1,y1,
k,6,-x1+kp_yy2*tan(alfa1*pi/180),y1-kp_yy2
k,8,-x1+kp_yy3*tan(alfa1*pi/180),y1-kp_yy3
k,10,-x1+kp_yy4*tan(alfa1*pi/180),y1-kp_yy4
k,12,-x1+kp_yy5*tan(alfa1*pi/180),y1-kp_yy5
k,14,-x1+kp_yy6*tan(alfa1*pi/180),y1-kp_yy6
k,16,-x1+kp_yy7*tan(alfa1*pi/180),y1-kp_yy7
k,18,-x1+kp_yy8*tan(alfa1*pi/180),y1-kp_yy8
k,20,-x1+kp_yy9*tan(alfa1*pi/180),y1-kp_yy9
k,22,-x1+kp_yy10*tan(alfa1*pi/180),y1-kp_yy10
k,24,-x1+kp_yy11*tan(alfa1*pi/180),y1-kp_yy11
k,26,-x1+kp_yy12*tan(alfa1*pi/180),y1-kp_yy12
k,28,-x1+kp_yy13*tan(alfa1*pi/180),y1-kp_yy13
k,30,-x1+kp_yy14*tan(alfa1*pi/180),y1-kp_yy14
k,38,-x1+kp_yy15*tan(alfa1*pi/180),y1-kp_yy15
kfill,1,6!
在已建关键点内内插关键点
kfill,6,8
kfill,8,10
kfill,10,12
kfill,12,14
kfill,14,16
kfill,16,18
kfill,18,20
kfill,20,22
kfill,22,24
kfill,24,26
kfill,26,28
kfill,28,30
kfill,30,38
*set,kp_numone,38!
定义桥塔上部的最后一个关键点号
/com,defineandmeshtheabovepartoftower
*dim,BBS,,40
*dim,HHS,,40
*dim,SSS,,40
*dim,IIYYS,,40
*dim,IIZZS,,40
*set,length1,2.9546108
*set,length2,4.9251168
*set,width1,3
*set,width2,5
*set,diff1_length,length2-length1!
桥塔上部两个截面的长度之差(纵桥向)
*set,diff1_width,width2-width1!
桥塔上部两个截面的宽度之差(横桥向)
*dim,yy,,40!
定义桥塔上部的关键点竖向距离数组(从塔顶计算)
*do,i,1,38
*set,yy(i),y1-ky(i)
*set,hhs(i),diff1_length*yy(i)/(y1-y2)+length1
*set,bbs(i),diff1_width*yy(i)/(y1-y2)+width1
SSS(i)=BBS(i)*HHS(i)!
按照实心截面
IIZZS(i)=BBS(i)*HHS(i)**3/12
IIyyS(i)=HHS(i)*BBS(i)**3/12
*enddo
*do,i,1,kp_numone-1
et,i,beam44
keyopt,i,9,0
mp,ex,i,3.5e10
mp,prxy,i,0.167
mp,dens,i,2.6e3
mp,alpx,i,1e-05!
定义混凝土的线膨胀系数
r,i,SSs(i),IIZZS(i),IIyyS(i),BBS(i)/2,HHS(i)/2,IIZZS(i)+IIyyS(i)
rmore,SSs(i+1),IIZZS(i+1),IIyyS(i+1),BBS(i+1)/2,HHS(i+1)/2,IIZZS(i+1)+IIyyS(i+1)
rmore,0,0,0,0,0,0
rmore,0,0,BBS(i)/2,HHS(i)/2,BBS(i+1)/2,HHS(i+1)/2
lsel,u,real,,1,kp_numone
lstr,i,i+1
latt,i,i,i
lesize,all,,,1,,1
lmesh,all,all
allsel,all
cm,uptower,elem
*get,emin_ts,elem,0,num,min
*get,emax_ts,elem,0,num,max
allsel
kp_ts=emax_ts-emin_ts+1!
提取出来桥塔上部的关键点数目
/com,createtthekpsoftowerdown
*set,zfirst,1.25!
三个控制点的横桥向坐标
*set,zsecond,7.4839
*set,kp_numtwo,kp_ts+2!
定义桥塔下部的第一个关键点
*set,diff1_elem,67!
桥塔下部的单元数目
*set,kp_numthree,kp_numtwo+diff1_elem!
桥塔下部的最后一个关键点
k,kp_numtwo,-y2/tan(alfa2*pi/180),y2,-zfirst
k,kp_numthree,,,-zsecond
kfill,kp_numtwo,kp_numthree
*dim,BBX,,200
*dim,HHX,,200
*dim,SSX,,200
*dim,IIYYX,,200
*dim,IIZZX,,200
*set,HHXQ,0.8*sin(alfa2*pi/180)!
定义砍掉部分的长度
*set,BBXQ,0.4*sin(alfa3*pi/180)
*set,SSXQ,HHXQ*BBXQ
*dim,IIYYXQ,,200
*dim,IIZZXQ,,200
!
*set,w4,2.6875*2!
在桥塔折角处单元的宽度
*set,w5,4.3682*2!
在坐标原点处单元的宽度
*set,w4,4.5361558
*set,w5,8.1609208
*do,i,1,diff1_elem+1
BBX(i+kp_numone)=2.5*sin(alfa3*3.1415926/180)
HHX(i+kp_numone)=w4+(i-1)*(w5-w4)/67
SSX(i+kp_numone)=BBX(i+kp_numone)*HHX(i+kp_numone)-SSXQ*2
IIYYXQ(i+kp_numone)=HHXQ*BBXQ**3/12+SSXQ*BBX(i+kp_numone)**2/4
IIZZXQ(i+kp_numone)=BBXQ*HHXQ**3/12+SSXQ*HHX(i+kp_numone)**2/4
IIYYX(i+kp_numone)=HHX(i+kp_numone)*BBX(i+kp_numone)**3/12-IIYYXQ(i+kp_numone)*2
IIZZX(i+kp_numone)=BBX(i+kp_numone)*HHX(i+kp_numone)**3/12-IIZZXQ(i+kp_numone)*2
*do,i,KP_numone,kp_numone+diff1_elem-1
mp,dens,i,2600
r,i,SSX(i+1),IIZZX(i+1),IIYYX(i+1),BBX(i+1)/2,HHX(i+1)/2,IIZZX(i+1)+IIYYX(i+1)
rmore,SSX(i+2),IIZZX(i+2),IIYYX(i+2),BBX(i+2)/2,HHX(i+2)/2,IIZZX(i+2)+IIYYX(i+2)
rmore,0,0,BBX(i+1)/2,HHX(i+1)/2,BBX(i+2)/2,HHX(i+2)/2
*do,i,kp_numtwo,kp_numthree-1
lsel,u,real,,1,150
latt,i-1,i-1,i-1
lmesh,all
esel,u,real,,1,kp_numtwo-2
cm,downtower,elem
cmsel,s,downtower
*get,emin_tx,elem,0,num,min
*get,emax_tx,elem,0,num,max
kp_tx=emax_tx-emin_tx+1
esel,all,all
cm,tower,elem
lsel,s,real,,kp_numone,kp_numthree-2
lsymm,z,all,,,100
*set,kp_numfour,kp_numone+2*kp_tx+100+1!
主梁的第一个关键点号
esel,s,ename,