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:[]

,4),ss_nodez(I,5),ss_nodez(I,6),ss_nodez(I,7),ss_nodez(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(2,9),LABSS(2,10),LABSS(2,11),LABSS(2,12),LABSS(2,13),LABSS(2,14),LABSS(2,15),LABSS(2,16),LABSS(2,17)
(/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_nodez(I,9),ss_nodez(I,10),ss_nodez(I,11),ss_nodez(I,12),ss_nodez(I,13),ss_nodez(I,14),ss_nodez(I,15),ss_nodez(I,16),ss_nodez(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 

!3.5 输出应力ss_elex 输出内容4,文件名:ss_elex.txt 
/POST1 
*CFOPEN, ss_elex,txt 
C***,------------------- Young''s Modulus of ELEMENTS ---------------------
*VWRITE,LABSS(3,1),LABSS(3,2),LABSS(3,3),LABSS(3,4),LABSS(3,5),LABSS(3,6),LABSS(3,7),LABSS(3,8)
(/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_elex(I,1),ss_elex(I,2),ss_elex(I,3),ss_elex(I,4),ss_elex(I,5),ss_elex(I,6),ss_elex(I,7),ss_elex(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(3,9),LABSS(3,10),LABSS(3,11),LABSS(3,12),LABSS(3,13),LABSS(3,14),LABSS(3,15),LABSS(3,16)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)
*DO,I, 1,1, 1
*VWRITE, SEQU, ss_elex(I,9),ss_elex(I,10),ss_elex(I,11),ss_elex(I,12),ss_elex(I,13),ss_elex(I,14),ss_elex(I,15),ss_elex(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


!3.6 输出应力ss_elez 输出内容5,文件名:ss_elez.txt 
/POST1 
*CFOPEN, ss_elez,txt 
C***,------------------- Young''s Modulus of ELEMENTS ---------------------
*VWRITE,LABSS(4,1),LABSS(4,2),LABSS(4,3),LABSS(4,4),LABSS(4,5),LABSS(4,6),LABSS(4,7),LABSS(4,8)
(/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_elez(I,1),ss_elez(I,2),ss_elez(I,3),ss_elez(I,4),ss_elez(I,5),ss_elez(I,6),ss_elez(I,7),ss_elez(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(4,9),LABSS(4,10),LABSS(4,11),LABSS(4,12),LABSS(4,13),LABSS(4,14),LABSS(4,15),LABSS(4,16),LABSS(4,17)
(/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_elez(I,9),ss_elez(I,10),ss_elez(I,11),ss_elez(I,12),ss_elez(I,13),ss_elez(I,14),ss_elez(I,15),ss_elez(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

!3.7 输出应力sigma1 输出内容6,文件名:sigma1.txt 
/POST1 
*CFOPEN, sigma1,txt 
C***,------------------- Young''s Modulus of ELEMENTS -----------------
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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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