ansys课程设计-地铁车站主体结构设计(4)

148 -0.19458E+07-0.19519E+07 0.0000 0.0000 0.0000 0.0000 149 -0.19519E+07-0.19580E+07 0.0000 0.0000 0.0000 0.0000 150 -0.19580E+07-0.19642E+07 0.0000 0.0000 0.0000 0.0000 151 -0.19642E+07-0.19703E+07 0.0000 0.0000 0.0000 0.0000 152 -0.19703E+07-0.19764E+07 0.0000 0.0000 0.0000 0.0000 153 -0.19764E+07-0.19826E+07 0.0000 0.0000 0.0000 0.0000 154 -0.19826E+07-0.19887E+07 0.0000 0.0000 0.0000 0.0000 155 -0.69018E+06-0.70146E+06-0.32142E+06-0.28476E+06-0.82515E+06-0.67306E+06 156 -0.70146E+06-0.71274E+06-0.28476E+06-0.28476E+06-0.67306E+06-0.53028E+06 157 -0.71274E+06-0.72402E+06-0.28476E+06-0.24304E+06-0.53028E+06-0.39785E+06 158 -0.72402E+06-0.73530E+06-0.24304E+06-0.24304E+06-0.39785E+06-0.27598E+06 159 -0.73530E+06-0.74659E+06-0.24304E+06-0.19627E+06-0.27598E+06-0.16573E+06 160 -0.74659E+06-0.75787E+06-0.19627E+06-0.19627E+06-0.16573E+06 -67320. 161 -0.75787E+06-0.76915E+06-0.19627E+06-0.14444E+06 -67320. 18206. 162 -0.76915E+06-0.77958E+06-0.14444E+06-0.14444E+06 18206. 85130. 163 -0.77958E+06-0.79000E+06-0.14444E+06 -87800. 85130. 0.13890E+06 164 -0.79000E+06-0.80043E+06 -87800. -87800. 0.13890E+06 0.17958E+06 165 -0.94280E+06-0.95379E+06-0.17970E+06-0.10919E+06 -36777. 33744. 166 -0.95379E+06-0.96478E+06-0.10919E+06-0.10919E+06 33744. 87077. 167 -0.96478E+06-0.97577E+06-0.10919E+06 -27431. 87077. 0.12041E+06 168 -0.97577E+06-0.98676E+06 -27431. -27431. 0.12041E+06 0.13381E+06 169 -0.98676E+06-0.99775E+06 -27431. 65562. 0.13381E+06 0.12446E+06 170 -0.99775E+06-0.10087E+07 65562. 65562. 0.12446E+06 92437. 171 -0.10087E+07-0.10197E+07 65562. 0.16979E+06 92437. 34922. 172 -0.10197E+07-0.10307E+07 0.16979E+06 0.16979E+06 34922. -48015. 173 -0.10307E+07-0.10417E+07 0.16979E+06 0.28526E+06 -48015. -0.15919E+06 174 -0.10417E+07-0.10527E+07 0.28526E+06 0.28526E+06-0.15919E+06-0.29853E+06 175 -0.10527E+07-0.10637E+07 0.28526E+06 0.41197E+06-0.29853E+06-0.46885E+06 176 -0.10637E+07-0.10747E+07 0.41197E+06 0.41197E+06-0.46885E+06-0.67008E+06 177 -0.10747E+07-0.10857E+07 0.41197E+06 0.54992E+06-0.67008E+06-0.90503E+06 178 -0.17205E+06 0.0000 0.0000 0.0000 0.0000 0.0000 179 -0.15153E+06 0.0000 0.0000 0.0000 0.0000 0.0000 180 -0.12733E+06 0.0000 0.0000 0.0000 0.0000 0.0000 181 -0.10225E+06 0.0000 0.0000 0.0000 0.0000 0.0000 182 -78401. 0.0000 0.0000 0.0000 0.0000 0.0000 183 -57343. 0.0000 0.0000 0.0000 0.0000 0.0000 184 -40172. 0.0000 0.0000 0.0000 0.0000 0.0000 185 -27595. 0.0000 0.0000 0.0000 0.0000 0.0000 186 -20001. 0.0000 0.0000 0.0000 0.0000 0.0000 187 -17511. 0.0000 0.0000 0.0000 0.0000 0.0000 188 -20006. 0.0000 0.0000 0.0000 0.0000 0.0000 189 -27138. 0.0000 0.0000 0.0000 0.0000 0.0000 190 -38319. 0.0000 0.0000 0.0000 0.0000 0.0000 191 -52696. 0.0000 0.0000 0.0000 0.0000 0.0000

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192 -69103. 0.0000 0.0000 0.0000 0.0000 0.0000 193 -86011. 0.0000 0.0000 0.0000 0.0000 0.0000 194 -0.10146E+06 0.0000 0.0000 0.0000 0.0000 0.0000 195 -0.11300E+06 0.0000 0.0000 0.0000 0.0000 0.0000 196 -0.11761E+06 0.0000 0.0000 0.0000 0.0000 0.0000 197 -0.11300E+06 0.0000 0.0000 0.0000 0.0000 0.0000 198 -0.10147E+06 0.0000 0.0000 0.0000 0.0000 0.0000 199 -86025. 0.0000 0.0000 0.0000 0.0000 0.0000 200 -69122. 0.0000 0.0000 0.0000 0.0000 0.0000 201 -52720. 0.0000 0.0000 0.0000 0.0000 0.0000 202 -38348. 0.0000 0.0000 0.0000 0.0000 0.0000 203 -27171. 0.0000 0.0000 0.0000 0.0000 0.0000 204 -20042. 0.0000 0.0000 0.0000 0.0000 0.0000 205 -17548. 0.0000 0.0000 0.0000 0.0000 0.0000 206 -20037. 0.0000 0.0000 0.0000 0.0000 0.0000 207 -27627. 0.0000 0.0000 0.0000 0.0000 0.0000 208 -40197. 0.0000 0.0000 0.0000 0.0000 0.0000 209 -57355. 0.0000 0.0000 0.0000 0.0000 0.0000 210 -78394. 0.0000 0.0000 0.0000 0.0000 0.0000 211 -0.10222E+06 0.0000 0.0000 0.0000 0.0000 0.0000 212 -0.12727E+06 0.0000 0.0000 0.0000 0.0000 0.0000 213 -0.15142E+06 0.0000 0.0000 0.0000 0.0000 0.0000 214 -0.17189E+06 0.0000 0.0000 0.0000 0.0000 0.0000 MINIMUM VALUES

ELEM 154 154 90 90 19 18 VALUE -0.19826E+07-0.19887E+07-0.89559E+06-0.93555E+06-0.12403E+07-0.12403E+07

MAXIMUM VALUES

ELEM 187 178 91 91 91 90

VALUE -17511. 0.0000 0.93556E+06 0.89559E+06 0.13336E+07 0.13336E+07

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APDL方式：

FINI /CLE

/PREP7 ET,1,BEAM3

ET,2,COMBIN14

R,1,.8,.8**3/12,.8

R,2,.6,.6**6/12,.6 R,3,1,1/12,1 R,4,.9,.9**3/12,.9

R,5,.4**2*ACOS(-1),ACOS(1)*.8**4/64,.8 R,6,77.4E6 MP,EX,1,3e10

MP,PRXY,1,.2

MP,DENS,1,2500

SECTYPE,1,BEAM,RECT,DINGBAN,0 SECOFFSET,CENT

SECDATA,1,.9

SECTYPE,2,BEAM,RECT,ZHONG,0 SECOFFSET,CENT SECDATA,1,.6

SECTYPE,3,BEAM,RECT,DIBAN,0 SECOFFSET,CENT

SECDATA,1,1

SECTYPE,4,BEAM,RECT,BIANQIANG,0

SECOFFSET,CENT SECDATA,1,.9

SECTYPE,5,BEAM,CSOLID,ZHONGZHU,0 SECOFFSET,CENT SECDATA,.4 K,1, ,-4.513

K,2, ,-8.023 K,3, ,-9.413 K,4,

,-15.763 K,5,9.05 ,-4.513 K,6,9.05 ,-9.413 K,7,9.05 ,-15.763 K,8,18.1 ,-4.513 K,9,18.1 ,-8.023 K,10,18.1 ,-9.413 K,11,18.1 ,-15.763

L,1,5

!进入前处理器 !定义单元类型 !定义实常数

!定义材料属性

!定义截面

!建立几何模型

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L,5,8 L,3,6 L,6,10 L,4,7 L,7,11

L,(4:2:-1),(3:1:-1) L,(5:6:1),(6:7:1) L,(8:10:1),(9:11:1) LSEL,S,LOC,Y,-4.513 LATT,1,1,1,,,,1

LSEL,S,LOC,Y,-9.413 LATT,1,2,1,,,,2 LSEL,S,LOC,Y,-15.763 LATT,1,3,1,,,,3 LSEL,S,LOC,X,0 LSEL,A,LOC,X,18.1 LATT,1,4,1,,,,4 LSEL,S,LOC,X,9.05 LATT,1,5,1,,,,5 LSEL,S,LENGTH,,9.05

LESIZE,ALL,,,18 LSEL,S,LENGTH,,6.35 LESIZE,ALL,,,13

LSEL,S,LENGTH,,1.39 LESIZE,ALL,,,3 LSEL,S,LENGTH,,3.51 LESIZE,ALL,,,7 LSEL,S,LENGTH,,4.9 LESIZE,ALL,,,10 ALLSEL,ALL LMESH,ALL

NSEL,S,LOC,Y,-15.763

NGEN,2,174,ALL,,,,-1,,1, TYPE,2

MAT,1 REAL,6

NSEL,S,LOC,Y,-15.763

NSEL,A,LOC,Y,-16.763 EINTF,0.0001,,LOW,0,,1 FINI /SOL

NSEL,S,LOC,Y,-16.763

D,ALL,,,,,,ALL

NSEL,S,LOC,Y,-15.763

!划分网格

!设置划分的单元的属性!预划分

!划分网格 !建立弹簧单元 !复制节点

!修改单元设置

!链接弹簧单元

!进入求解器 !施加约束

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NSEL,R,LOC,x,9.05

D,ALL,,,,,,UX ALLSEL,ALL

ESEL,S,REAL,,1 SFBEAM,ALL,1,PRES,142661.98 ESEL,S,REAL,,2

SFBEAM,ALL,1,PRES,16400 ESEL,S,REAL,,3

SFBEAM,ALL,1,PRES,-104490 ALLSEL,ALL

SFBEAM,131,1,PRES,75639.69215 SFBEAM,129,1,PRES,85719.07646 SFBEAM,127,1,PRES,95798.46076 SFBEAM,125,1,PRES,105877.8451 SFBEAM,123,1,PRES,115191.4495 SFBEAM,121,1,PRES,124757.617 SFBEAM,119,1,PRES,134576.3475 SFBEAM,117,1,PRES,144395.078 SFBEAM,115,1,PRES,154213.8085 SFBEAM,113,1,PRES,164032.539 SFBEAM,111,1,PRES,173851.2695 SFBEAM,109,1,PRES,183670 SFBEAM,155,1,PRES,70600 SFBEAM,157,1,PRES,80679.3843 SFBEAM,159,1,PRES,90758.76861 SFBEAM,161,1,PRES,100838.1529 SFBEAM,163,1,PRES,110534.6473 SFBEAM,165,1,PRES,119848.2517 SFBEAM,167,1,PRES,129666.9822 SFBEAM,169,1,PRES,139485.7127 SFBEAM,171,1,PRES,149304.4432 SFBEAM,173,1,PRES,159123.1737 SFBEAM,175,1,PRES,168941.9042 SFBEAM,177,1,PRES,178760.6347 SFCUM,PRES,ADD,1,1, SFBEAM,123,1,PRES,12509.98292 SFBEAM,121,1,PRES,25359.20712 SFBEAM,119,1,PRES,38547.6726 SFBEAM,117,1,PRES,51736.13808 SFBEAM,115,1,PRES,64924.60356 SFBEAM,113,1,PRES,78113.06904 SFBEAM,111,1,PRES,91301.53452 SFBEAM,109,1,PRES,104490 SFBEAM,163,1,PRES,12509.98292

,70600

,80679.3843 ,90758.76861 ,100838.1529 ,110534.6473 ,119848.2517 ,129666.9822 ,139485.7127 ,149304.4432 ,159123.1737 ,168941.9042 ,178760.6347 ,75639.69215 ,85719.07646 ,95798.46076 ,105877.8451 ,115191.4495 ,124757.617 ,134576.3475 ,144395.078 ,154213.8085 ,164032.539 ,173851.2695 ,183670 ,6254.991459 ,18764.97438 ,31953.43986 ,45141.90534 ,58330.37082 ,71518.8363 ,84707.30178 ,97895.76726 ,6254.991459

!施加水平压力

!施加土侧压力(左)

!施加土侧压力(右)

!施加水的侧压力 !左

!右

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SFBEAM,165,1,PRES,25359.20712 ,18764.97438 SFBEAM,167,1,PRES,38547.6726 ,31953.43986 SFBEAM,169,1,PRES,51736.13808 ,45141.90534 SFBEAM,171,1,PRES,64924.60356 ,58330.37082 SFBEAM,173,1,PRES,78113.06904 ,71518.8363 SFBEAM,175,1,PRES,91301.53452 ,84707.30178 SFBEAM,177,1,PRES,104490 ,97895.76726 ALLSEL,ALL ACEL,0,10,0, SOLVE

FINISH /POST1

ETABLE,I_N,SMISC,1 ETABLE,J_N,SMISC,7 ETABLE,I_V,SMISC,2 ETABLE,J_V,SMISC,8 ETABLE,I_M,SMISC,6

ETABLE,J_M,SMISC,12 !查看结果 PLDISP,1 PLLS,I_N,J_N,1

PLLS,I_V,J_V,1 PLLS,I_M,J_M,-1 PRETAB,I_N,J_N,I_V,J_V,I_M,J_M

!施加重力场 !求解

!进入通用后处理器 !添加单元表 !轴力 !剪力 !弯矩

!显示位移图 !显示轴力图 !显示剪力图 !显示弯矩图

!列表显示单元内力

- 20 -