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:[]

nodex(I,5),sn_nodex(I,6),sn_nodex(I,7),sn_nodex(I,8),sn_nodex(I,9)
(1X,''LAYER'',F3.0,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3) 
*ENDDO

*VWRITE,LABSN(1,10),LABSN(1,11),LABSN(1,12),LABSN(1,13),LABSN(1,14),LABSN(1,15),LABSN(1,16),LABSN(1,17)
(/5X,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,10),sn_nodex(I,11),sn_nodex(I,12),sn_nodex(I,13),sn_nodex(I,14),sn_nodex(I,15),sn_nodex(I,16),sn_nodex(I,17)
(1X,''LAYER'',F3.0,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3) 
*ENDDO 

C***, ----------------------- THE END OF OUTPUT -------------------------
*CFCLOS 
FINISH 
!3.9 输出应变sn_nodez 输出内容9,文件名:sn_nodez.TXT 
/POST1 
*CFOPEN, sn_nodez,txt 
C***,-------------------OUTPUT NODES''SZ OF EVERY LAYER -------------------------
*VWRITE,LABSN(2,1),LABSN(2,2),LABSN(2,3),LABSN(2,4),LABSN(2,5),LABSN(2,6),LABSN(2,7),LABSN(2,8),LABSN(2,9)
(/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_nodez(I,1),sn_nodez(I,2),sn_nodez(I,3),sn_nodez(I,4),sn_nodez(I,5),sn_nodez(I,6),sn_nodez(I,7),sn_nodez(I,8),sn_nodez(I,9)
(1X,''LAYER'',F3.0,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3) 
*ENDDO

*VWRITE,LABSN(2,10),LABSN(2,11),LABSN(2,12),LABSN(2,13),LABSN(2,14),LABSN(2,15),LABSN(2,16),LABSN(2,17)
(/5X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X)

 *DO,I, 1,1, 1
*VWRITE, SEQU, sn_nodez(I,10),sn_nodez(I,11),sn_nodez(I,12),sn_nodez(I,13),sn_nodez(I,14),sn_nodez(I,15),sn_nodez(I,16),sn_nodez(I,17)
(1X,''LAYER'',F3.0,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3) 
*ENDDO 

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

/POST1 
RSYS,0
!3.10 获得垂直变形disph 
*DIM,disph,ARRAY,7,17 !存放disph

 *DO,I, 1,7, 1
*GET, disph(I,1),NODE, I, U ,Y !UY of NO.0 LAYERS'' nodes
 *ENDDO
*DO,I, 1,7, 1
 *DO,J, 2,17, 1 
*GET, disph(I,J),NODE, 320*(I-1)+20*(J-1)+7, U ,Y !UY of NO.1-16 LAYERS'' nodes
 *ENDDO
 *ENDDO 

/POST1
RSYS,0
!3.10 输出应边disph 输出内容10,文件名:disph.TXT 
/POST1 
*CFOPEN, disph,txt 

C***,------------------- OUTPUT NODES''disp at high OF EVERY LAYER -------------------------
*VWRITE,LABdisp(1,1),LABdisp(1,2),LABdisp(1,3),LABdisp(1,4),LABdisp(1,5),LABdisp(1,6),LABdisp(1,7),LABdisp(1,8),LABdisp(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, disph(I,1),disph(I,2),disph(I,3),disph(I,4),disph(I,5),disph(I,6),disph(I,7),disph(I,8),disph(I,9)
(1X,''LAYER'',F3.0,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3,1X,E10.3) 
*ENDDO

*VWRITE,LABdisp(1,10),LABdisp(1,11),LABdisp(1,12),LABdisp(1,13),LABdisp(1,14),LABdisp(1,15),LABdisp(1,16),LABdisp(1,17)
(/5X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X,A9,1X)

 *DO,I, 1,1, 1
*VWRITE, SEQU, disph(I,10),disph(I,11),disph(I,12),disph(I,13),dis
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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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