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:[]

----
*VWRITE,LABSS(5,1),LABSS(5,2),LABSS(5,3),LABSS(5,4),LABSS(5,5),LABSS(5,6),LABSS(5,7),LABSS(5,8)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)

*DO,I, 1,1, 1
*VWRITE, SEQU, sigma1(I,1),sigma1(I,2),sigma1(I,3),sigma1(I,4),sigma1(I,5),sigma1(I,6),sigma1(I,7),sigma1(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(5,9),LABSS(5,10),LABSS(5,11),LABSS(5,12),LABSS(5,13),LABSS(5,14),LABSS(5,15),LABSS(5,16)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)
*DO,I, 1,1, 1
*VWRITE, SEQU, sigma1(I,9),sigma1(I,10),sigma1(I,11),sigma1(I,12),sigma1(I,13),sigma1(I,14),sigma1(I,15),sigma1(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

!3.8 输出应力sigma3 输出内容7,文件名:sigma3.txt
/POST1 
*CFOPEN, sigma3,txt 
C***,------------------- Young''s Modulus of ELEMENTS ---------------------
*VWRITE,LABSS(6,1),LABSS(6,2),LABSS(6,3),LABSS(6,4),LABSS(6,5),LABSS(6,6),LABSS(6,7),LABSS(6,8)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)

*DO,I, 1,1, 1
*VWRITE, SEQU, sigma3(I,1),sigma3(I,2),sigma3(I,3),sigma3(I,4),sigma3(I,5),sigma3(I,6),sigma3(I,7),sigma3(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(6,9),LABSS(6,10),LABSS(6,11),LABSS(6,12),LABSS(6,13),LABSS(6,14),LABSS(6,15),LABSS(6,16)
(/5X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X,A12,1X)
*DO,I, 1,1, 1
*VWRITE, SEQU, sigma3(I,9),sigma3(I,10),sigma3(I,11),sigma3(I,12),sigma3(I,13),sigma3(I,14),sigma3(I,15),sigma3(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

/POST1 
RSYS,5
! 获得水平应变sn_nodex 垂直应变sn_nodez
*DIM,sn_nodex,ARRAY,6,17 !存放sn_nodex
*DIM,sn_nodez,ARRAY,6,17 !存放sn_nodez

 *DO,I, 1,6, 1
*GET, sn_nodex(I,1),NODE, I+1, EPEL ,X !SX of NO.0 LAYERS'' nodes
 *ENDDO
*DO,I, 1,6, 1
 *DO,J, 2,17, 1 
*GET, sn_nodex(I,J),NODE, 320*I+20*(J-1)+7, EPEL ,X !SX of NO.1-16 LAYERS'' nodes
 *ENDDO
 *ENDDO 

 *DO,I, 1,6, 1
*GET, sn_nodez(I,1),NODE, I+1, EPEL ,Z !Sz of NO.0 LAYERS'' nodes
 *ENDDO
*DO,I, 1,6, 1
 *DO,J, 2,17, 1 
*GET, sn_nodez(I,J),NODE, 320*I+20*(J-1)+7, EPEL ,Z !Sz of NO.1-16 LAYERS'' nodes
 *ENDDO
 *ENDDO 
!输出垂直应变SZ、水平应变SX
/POST1
RSYS,0
!3.9 输出应边sn_nodex 输出内容8,文件名:sn_nodex.TXT 
/POST1 
*CFOPEN, sn_nodex,txt 

C***,------------------- OUTPUT NODES''SX OF EVERY LAYER -------------------------
*VWRITE,LABSN(1,1),LABSN(1,2),LABSN(1,3),LABSN(1,4),LABSN(1,5),LABSN(1,6),LABSN(1,7),LABSN(1,8),LABSN(1,9)
(/5X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X)
 *DO,I, 1,1, 1
*VWRITE, SEQU, sn_nodex(I,1),sn_nodex(I,2),sn_nodex(I,3),sn_nodex(I,4),sn_
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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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