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1、刚构--带齿板与孔道!变截面连续纲构桥finish/clear/prep7/title,lianxvganggouet,1,solid95et,2,link8et,3,solid95mp,dens,1,2600mp,ex,1,3.5e10mp,prxy,1,0.1667r,1mp,dens,2,7800mp,ex,2,1.95e11mp,prxy,2,0.3mp,dens,3,2600mp,ex,3,3.0e10mp,prxy,3,0.1667r,3areagjx=1.4e-4*dim,gjarea,array,3gjarea(1)=15*areagjxg
2、jarea(2)=19*areagjxgjarea(3)=21*areagjxF=195.5e3E=1.95e11L=0.5detL=F*L/(E*areagjx)istrn=detL/(detL+L)r,4,gjarea(1),istrnr,5,gjarea(2),istrnr,6,gjarea(3),istrnacel,,9.8*dim,z,,15*dim,x,,7*dim,y,,8z(1)=0,-1,-4,-7,-10,-13.5,-17,-20.5,-24.5,-28.5,z(11)=-32.5,-36.5,-38.5,-42.3,-47x(1)=
3、0x(2)=-1.5x(3)=-3.5x(4)=-4x(5)=-6x(6)=-8.25x(7)=-3.0y(1)=0y(2)=-0.15y(3)=-0.25y(4)=-0.3y(5)=-0.65y(6)=-3.45y(7)=-3.7y(8)=-4.2k,1,x(1),y(1),z(1)k,2,x(2),y(1),z(1)k,3,x(3),y(1),z(1)k,4,x(4),y(1),z(1)k,5,x(5),y(1),z(1)k,6,x(6),y(1),z(1)k,7,x(6),y(2),z(1)k,8,x(5),y(4),z(1)k,9,x(4),y(5
4、),z(1)k,10,x(4),y(6),z(1)k,11,x(4),y(8),z(1)k,12,x(3),y(8),z(1)k,13,x(3)+0.5,y(8),z(1)k,14,x(1),y(8),z(1)k,15,x(1),y(7),z(1)k,16,x(3)+0.5,y(7),z(1)k,17,x(3),y(6),z(1)k,18,x(3),y(5),z(1)k,19,x(2),y(3),z(1)k,20,x(1),y(3),z(1)定义顶板预应力筋腹板束T1*get,kp0,kp,0,num,max*GET,LINE1,LINE,0,NUM,MA
5、Xk,kp0+1,-3.77,-1.44,-4.001k,kp0+2,-3.77,-0.64,-1.211k,kp0+3,-3.77,-0.64,1.211k,kp0+4,-3.77,-1.44,4.001l,kp0+1,kp0+2l,kp0+2,kp0+3l,kp0+3,kp0+4LFILLT,LINE1+1,LINE1+2,4LFILLT,LINE1+2,LINE1+3,4lsel,s,loc,x,-3.77LCOMB,ALLcm,gjx_T1,linelatt,2,5,2腹板束T2*get,kp0,kp,0,num,max*GET,LINE1,LIN
6、E,0,NUM,MAXk,kp0+1,-3.77,-1.28,-7.001k,kp0+2,-3.77,-0.48,-3.237k,kp0+3,-3.77,-0.48,3.237k,kp0+4,-3.77,-1.28,7.001l,kp0+1,kp0+2l,kp0+2,kp0+3l,kp0+3,kp0+4LFILLT,LINE1+1,LINE1+2,12LFILLT,LINE1+2,LINE1+3,12lsel,s,line,,LINE1+1,LINE1+5,1LCOMB,ALLcm,gjx_T2,linelatt,2,5,2腹板束T3*get,kp0,kp
7、,0,num,max*GET,LINE1,LINE,0,NUM,MAXk,kp0+1,-3.77,-1.12,-10.001k,kp0+2,-3.77,-0.32,-6.237k,kp0+3,-3.77,-0.32,6.237k,kp0+4,-3.77,-1.12,10.001l,kp0+1,kp0+2l,kp0+2,kp0+3l,kp0+3,kp0+4LFILLT,line1+1,line1+2,12LFILLT,line1+2,line1+3,12lsel,s,line,,line1+1,line1+5,1LCOMB,ALLcm,gjx_T3,line
8、latt,2,5,2腹板束T4*get,kp0,kp,0,num,
