道路的基层、垫层模量与应力之间的关系

发布日期:[08-12-04 12:42:17] 浏览人次:[]

''
/prep7
*DIM,LABdisp,CHAR,1,17 
LABdisp(1, 1)=''DH 1(m)''
LABdisp(1, 2)=''DH 2(m)''
LABdisp(1, 3)=''DH 3(m)''
LABdisp(1, 4)=''DH 4(m)''
LABdisp(1, 5)=''DH 5(m)''
LABdisp(1, 6)=''DH 6(m)''
LABdisp(1, 7)=''DH 7(m)''
LABdisp(1, 8)=''DH 8(m)''
LABdisp(1, 9)=''DH 9(m)''
LABdisp(1,10)=''DH10(m)''
LABdisp(1,11)=''DH11(m)''
LABdisp(1,12)=''DH12(m)''
LABdisp(1,13)=''DH13(m)''
LABdisp(1,14)=''DH14(m)''
LABdisp(1,15)=''DH15(m)''
LABdisp(1,16)=''DH16(m)''
LABdisp(1,17)=''DH17(m)''


!3.2输出弹模结果 输出内容1,文件名:EX.TXT
/POST1 
*CFOPEN, EX,txt 
C***,------------------- Young''s Modulus of ELEMENTS ---------------------
*VWRITE,LABEX(1,1),LABEX(1,2),LABEX(1,3),LABEX(1,4),LABEX(1,5),LABEX(1,6),LABEX(1,7),LABEX(1,8)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)

*DO,I, 1,1, 1
*VWRITE, SEQU, EX(I,1),EX(I,2),EX(I,3),EX(I,4),EX(I,5),EX(I,6),EX(I,7),EX(I,8) 
(1X,''ROW'',F3.0,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4) 
*ENDDO

*VWRITE,LABEX(1,9),LABEX(1,10),LABEX(1,11),LABEX(1,12),LABEX(1,13),LABEX(1,14),LABEX(1,15),LABEX(1,16)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)
*DO,I, 1,1, 1
*VWRITE, SEQU, EX(I,9),EX(I,10),EX(I,11),EX(I,12),EX(I,13),EX(I,14),EX(I,15),EX(I,16) 
(1X,''ROW'',F3.0,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4) 
*ENDDO

C***, ------------------- THE END OF OUTPUT ---------------------
*CFCLOS 
FINISH 

!3.3 输出应力ss_nodex 输出内容2,文件名:ss_nodex.txt 

/POST1 
*CFOPEN, ss_nodex,txt 
C***,------------------- Young''s Modulus of ELEMENTS ---------------------
*VWRITE,LABSS(1,1),LABSS(1,2),LABSS(1,3),LABSS(1,4),LABSS(1,5),LABSS(1,6),LABSS(1,7),LABSS(1,8)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)

*DO,I, 1,1, 1
*VWRITE, SEQU, ss_nodex(I,1),ss_nodex(I,2),ss_nodex(I,3),ss_nodex(I,4),ss_nodex(I,5),ss_nodex(I,6),ss_nodex(I,7),ss_nodex(I,8) 
(1X,''ROW'',F3.0,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4) 
*ENDDO
*VWRITE,LABSS(1,9),LABSS(1,10),LABSS(1,11),LABSS(1,12),LABSS(1,13),LABSS(1,14),LABSS(1,15),LABSS(1,16),LABSS(1,17)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)
*DO,I, 1,1, 1
*VWRITE, SEQU, ss_nodex(I,9),ss_nodex(I,10),ss_nodex(I,11),ss_nodex(I,12),ss_nodex(I,13),ss_nodex(I,14),ss_nodex(I,15),ss_nodex(I,16),ss_nodex(I,17) 
(1X,''ROW'',F3.0,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4,1X,E11.4) 
*ENDDO

C***, ------------------- THE END OF OUTPUT ---------------------
*CFCLOS 
FINISH 

!3.4 输出应力ss_nodez 输出内容3,文件名:ss_nodez.txt 
/POST1 
*CFOPEN, ss_nodez,txt 
C***,------------------- Young''s Modulus of ELEMENTS ---------------------
*VWRITE,LABSS(2,1),LABSS(2,2),LABSS(2,3),LABSS(2,4),LABSS(2,5),LABSS(2,6),LABSS(2,7),LABSS(2,8)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)

*DO,I, 1,1, 1
*VWRITE, SEQU, ss_nodez(I,1),ss_nodez(I,2),ss_nodez(I,3),ss_nodez(I
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本文关键字:道路  基层  垫层  模量  应力  关系
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