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FINISH !退出以前模塊
/CLEAR !清除系統(tǒng)中所有數(shù)據(jù)
!設(shè)置工程的選項
/FILNAME,EX1.1
!指定當(dāng)前工程文件名,所有數(shù)據(jù)用該文件名保存
/UNITS,SI !申明采用國際單位制
/TITLE,EX1.1,A BEAM ANALYSIS OF QTZ500
!定義標(biāo)題
!進(jìn)入前處理模塊,定義節(jié)點
/PREP7 !進(jìn)入前處理器,定義有限元模型
/VIEW,1,1,1,3 !指定一號窗口視點（1,1,3）
!定義上弦桿一至四節(jié)節(jié)點
N,1,0.948,0.8,0
N,2,1.248,0.8,0
N,3,1.832,0.8,0
N,4,3,0.8,0
N,5,4.168,0.8,0
N,6,5.336,0.8,0
N,7,5.92,0.8,0
N,8,6.08,0.8,0
N,9,6.664,0.8,0
N,10,7.832,0.8,0
N,11,9,0.8,0
N,12,10.168,0.8,0
N,13,11.336,0.8,0
N,14,11.92,0.8,0
N,15,12.08,0.8,0
N,16,12.664,0.8,0
N,17,13.832,0.8,0
N,18,15,0.8,0
N,19,16.168,0.8,0
N,20,17.336,0.8,0
N,21,17.92,0.8,0
N,22,18.08,0.8,0
N,23,18.664,0.8,0
N,24,19.832,0.8,0
N,25,21,0.8,0
N,26,22.168,0.8,0
N,27,23.336,0.8,0
N,28,23.92,0.8,0
!定義上弦桿五至九節(jié)節(jié)點
N,29,24.08,0.8,0
N,30,24.664,0.8,0
N,31,25.832,0.8,0
N,32,27,0.8,0
N,33,28.168,0.8,0
N,34,29.336,0.8,0
N,35,29.92,0.8,0
N,36,30.08,0.8,0
N,37,30.664,0.8,0
N,38,31.832,0.8,0
N,39,33,0.8,0
N,40,34.168,0.8,0
N,41,35.336,0.8,0
N,42,35.92,0.8,0
N,43,36.08,0.8,0
N,44,36.664,0.8,0
N,45,37.832,0.8,0
N,46,39,0.8,0
N,47,40.168,0.8,0
N,48,41.336,0.8,0
N,49,41.92,0.8,0
N,50,42.08,0.8,0
N,51,42.664,0.8,0
N,52,43.832,0.8,0
N,53,45,0.8,0
N,54,46.168,0.8,0
N,55,47.336,0.8,0
N,56,47.92,0.8,0
N,57,48.08,0.8,0
N,58,48.664,0.8,0
N,59,49.292,0.8,0
!定義前側(cè)下弦桿一至四節(jié)節(jié)點
N,60,0,0,0.5085
N,61,0.2,0,0.5085
N,62,0.2,0,0.18
N,63,1.248,0,0.5085
N,64,2.416,0,0.5085
N,65,3.584,0,0.5085
N,66,4.752,0,0.5085
N,67,5.92,0,0.5085
N,68,6.08,0,0.5085
N,69,7.248,0,0.5085
N,70,8.416,0,0.5085
N,71,9.584,0,0.5085
N,72,10.752,0,0.5085
N,73,11.92,0,0.5085
N,74,12.08,0,0.5085
N,75,13.248,0,0.5085
N,76,14.416,0,0.5085
N,77,15.584,0,0.5085
N,78,16.752,0,0.5085
N,79,17.92,0,0.5085
N,80,18.08,0,0.5085
N,81,19.248,0,0.5085
N,82,20.416,0,0.5085
N,83,21.584,0,0.5085
N,84,22.752,0,0.5085
N,85,23.92,0,0.5085
!定義前側(cè)下弦桿五至九節(jié)節(jié)點
N,86,24.08,0.0015,0.51
N,87,25.248,0.0015,0.51
N,88,26.416,0.0015,0.51
N,89,27.584,0.0015,0.51
N,90,28.752,0.0015,0.51
N,91,29.92,0.0015,0.51
N,92,30.08,0.0015,0.51
N,93,31.248,0.0015,0.51
N,94,32.416,0.0015,0.51
N,95,33.584,0.0015,0.51
N,96,34.752,0.0015,0.51
N,97,35.92,0.0015,0.51
N,98,36.08,0.0015,0.51
N,99,37.248,0.0015,0.51
N,100,38.416,0.0015,0.51
N,101,39.584,0.0015,0.51
N,102,40.752,0.0015,0.51
N,103,41.92,0.0015,0.51
N,104,42.08,0.0015,0.51
N,105,43.248,0.0015,0.51
N,106,44.416,0.0015,0.51
N,107,45.584,0.0015,0.51
N,108,46.752,0.0015,0.51
N,109,47.92,0.0015,0.51
N,110,48.08,0.0015,0.51
N,111,49.248,0.0015,0.51
N,112,50,0.0015,0.51
N,113,50,0.0015,0.21
!定義后側(cè)下弦桿一至四節(jié)節(jié)點
N,114,0,0,-0.5085
N,115,0.2,0,-0.5085
N,116,0.2,0,-0.18
N,117,1.248,0,-0.5085
N,118,2.416,0,-0.5085
N,119,3.584,0,-0.5085
N,120,4.752,0,-0.5085
N,121,5.92,0,-0.5085
N,122,6.08,0,-0.5085
N,123,7.248,0,-0.5085
N,124,8.416,0,-0.5085
N,125,9.584,0,-0.5085
N,126,10.752,0,-0.5085
N,127,11.92,0,-0.5085
N,128,12.08,0,-0.5085
N,129,13.248,0,-0.5085
N,130,14.416,0,-0.5085
N,131,15.584,0,-0.5085
N,132,16.752,0,-0.5085
N,133,17.92,0,-0.5085
N,134,18.08,0,-0.5085
N,135,19.248,0,-0.5085
N,136,20.416,0,-0.5085
N,137,21.584,0,-0.5085
N,138,22.752,0,-0.5085
N,139,23.92,0,-0.5085
!定義后側(cè)下弦桿五至九節(jié)節(jié)點
N,140,24.08,0.0015,-0.51
N,141,25.248,0.0015,-0.51
N,142,26.416,0.0015,-0.51
N,143,27.584,0.0015,-0.51
N,144,28.752,0.0015,-0.51
N,145,29.92,0.0015,-0.51
N,146,30.08,0.0015,-0.51
N,147,31.248,0.0015,-0.51
N,148,32.416,0.0015,-0.51
N,149,33.584,0.0015,-0.51
N,150,34.752,0.0015,-0.51
N,151,35.92,0.0015,-0.51
N,152,36.08,0.0015,-0.51
N,153,37.248,0.0015,-0.51
N,154,38.416,0.0015,-0.51
N,155,39.584,0.0015,-0.51
N,156,40.752,0.0015,-0.51
N,157,41.92,0.0015,-0.51
N,158,42.08,0.0015,-0.51
N,159,43.248,0.0015,-0.51
N,160,44.416,0.0015,-0.51
N,161,45.584,0.0015,-0.51
N,162,46.752,0.0015,-0.51
N,163,47.92,0.0015,-0.51
N,164,48.08,0.0015,-0.51
N,165,49.248,0.0015,-0.51
N,166,50,0.0015,-0.51
N,167,50,0.0015,-0.21
!定義拉桿上端塔尖處節(jié)點
N,168,0.00,5.988,0.00
!定義工況節(jié)點
N,169,2,0,-0.5085
N,170,2,0,0.5085
N,171,25,0.0015,-0.51
N,172,25,0.0015,0.51
N,173,49.75,0.0015,-0.51
N,174,49.75,0.0015,0.51
!在前處理模塊中,定義求解類型、單元類型、材料參數(shù)、實常數(shù)和各個單元
ET,1,BEAM4 !定義第1類單元為三維梁單元
ET,2,LINK8 !定義第2類單元為三維桿單元
!定義單元材料屬性
MP,EX,1,210E9 !定義材料的彈性模量為210GPa
MP,PRXY,1,0.3 !定義材料的泊松比為0.3
MP,DENS,1,7800 !定義材料的密度為7800
ACEL,0,9.8,0 !定義沿-Y向的重力加速度9.8
!定義梁單元實常數(shù)
R,1,0.0021,0.169E-05,0.169E-05,0.089,0.089
!上弦桿一四節(jié)實常數(shù)
R,2,0.0018,0.153E-05,0.153E-05,0.089,0.089
!上弦桿五至九節(jié)實常數(shù)
R,3,0.0024,0.228E-05,0.228E-05,0.083,0.083
!下弦桿一至四節(jié)實常數(shù)
R,4,0.0015,0.141E-05,0.141E-05,0.080,0.080
!下弦桿五至九節(jié)實常數(shù)
R,5,0.254E-03,0.234E-07,0.234E-07,0.030,0.030
!腹桿φ30×3實常數(shù)
!定義桿單元實常數(shù)
R,6,0.330E-03,0.508E-07,0
!腹桿φ38×3實常數(shù)
R,7,0.273E-03,0.290E-07,0
!腹桿φ32×3實常數(shù)
R,8,0.254E-03,0.234E-07,0
!腹桿φ30×3實常數(shù)
R,9,0.159E-02,0.201E-06,0
!吊臂拉桿φ45實常數(shù)
!定義臂架上弦桿一至四節(jié)
TYPE,1
REAL,1
E,1,2
EGEN,28,1,1 !按前面單元的節(jié)點連接情況,從單元1開始生成28個單元,每次節(jié)點號
增加1
!定義臂架上弦桿五至九節(jié)
TYPE,1
REAL,2
E,29,30
EGEN,30,1,29 !按前面單元的節(jié)點連接情況,從單元29開始生成30個單元,每次節(jié)點
號增加1
!定義臂架前側(cè)下弦桿一至四節(jié)
TYPE,1
REAL,3
E,60,61$E,61,63$E,63,170$E,170,64
E,64,65$E,65,66$E,66,67$E,67,68
E,68,69$E,69,70$E,70,71$E,71,72
E,72,73$E,73,74$E,74,75$E,75,76
E,76,77$E,77,78$E,78,79$E,79,80
E,80,81$E,81,82$E,82,83$E,83,84
E,84,85$E,85,86
!定義臂架前側(cè)下弦桿五至九節(jié)
TYPE,1
REAL,4
E,86,172$E,172,87$E,87,88$E,88,89
E,89,90$E,90,91$E,91,92$E,92,93
E,93,94$E,94,95$E,95,96$E,96,97
E,97,98$E,98,99$E,99,100$E,100,101
E,101,102$E,102,103$E,103,104$E,104,105
E,105,106$E,106,107$E,107,108$E,108,109
E,109,110$E,110,111$E,111,174$E,174,112
!定義臂架后側(cè)下弦桿一至四節(jié)
TYPE,1
REAL,3
E,114,115$E,115,117$E,117,169$E,169,118
E,118,119$E,119,120$E,120,121$E,121,122
$E,122,123$E,123,124$E,124,125$E,125,126
$E,126,127$E,127,128$E,128,129$E,129,130
E,130,131$E,131,132$E,132,133$E,133,134
E,134,135$E,135,136$E,136,137$E,137,138
E,138,139$E,139,140
!定義臂架后側(cè)下弦桿五至九節(jié)
TYPE,1
REAL,4
E,140,171$E,171,141$E,141,142$E,142,143
E,143,144$E,144,145$E,145,146$E,146,147
E,147,148$E,148,149$E,149,150$E,150,151
E,151,152$E,152,153$E,153,154$E,154,155
E,155,156$E,156,157$E,157,158$E,158,159
E,159,160$E,160,161$E,161,162$E,162,163
E,163,164$E,164,165$E,165,173$E,173,166
!定義臂架一至四節(jié)側(cè)腹桿
TYPE,2
REAL,6
E,2,61$E,2,63$E,2,115$E,2,117
E,3,63$E,3,64$E,3,117$E,3,118
E,4,64$E,4,65$E,4,118$E,4,119
E,5,65$E,5,66$E,5,119$E,5,120
E,6,66$E,6,67$E,6,120$E,6,121
E,7,67$E,8,68$E,7,121$E,8,122
E,9,68$E,9,69$E,9,122$E,9,123
E,10,69$E,10,70$E,10,123$E,10,124
E,11,70$E,11,71$E,11,124$E,11,125
E,12,71$E,12,72$E,12,125$E,12,126
E,13,72$E,13,73$E,13,126$E,13,127
E,14,73$E,15,74$E,14,127$E,15,128
E,16,74$E,16,75$E,16,128$E,16,129
E,17,75$E,17,76$E,17,129$E,17,130
E,18,76$E,18,77$E,18,130$E,18,131
E,19,77$E,19,78$E,19,131$E,19,132
E,20,78$E,20,79$E,20,132$E,20,133
E,21,79$E,22,80$E,21,133$E,22,134
E,23,80$E,23,81$E,23,134$E,23,135
E,24,81$E,24,82$E,24,135$E,24,136
E,25,82$E,25,83$E,25,136$E,25,137
E,26,83$E,26,84$E,26,137$E,26,138
E,27,84$E,27,85$E,27,138$E,27,139
E,28,85$E,28,139
!定義臂架五至九節(jié)側(cè)腹桿
TYPE,2
REAL,7
E,29,86$E,29,140$E,30,86$E,30,87
E,30,140$E,30,141$E,31,87$E,31,88
E,31,141$E,31,142$E,32,88$E,32,89
E,32,142$E,32,143$E,33,89$E,33,90
E,33,143$E,33,144$E,34,90$E,34,91
E,34,144$E,34,145$E,35,91$E,36,92
E,35,145$E,36,146$E,37,92$E,37,93
E,37,146$E,37,147$E,38,93$E,38,94
E,38,147$E,38,148$E,39,94$E,39,95
E,39,148$E,39,149$E,40,95$E,40,96
E,40,149$E,40,150$E,41,96$E,41,97
E,41,150$E,41,151$E,42,97$E,43,98
E,42,151$E,43,152$E,44,98$E,44,99
E,44,152$E,44,153$E,45,99$E,45,100
E,45,153$E,45,154$E,46,100$E,46,101
E,46,154$E,46,155$E,47,101$E,47,102
E,47,155$E,47,156$E,48,102$E,48,103
E,48,156$E,48,157$E,49,103$E,50,104
E,49,157$E,50,158$E,51,104$E,51,105
E,51,158$E,51,159$E,52,105$E,52,106
E,52,159$E,52,160$E,53,106$E,53,107
E,53,160$E,53,161$E,54,107$E,54,108
E,54,161$E,54,162$E,55,108$E,55,109
E,55,162$E,55,163$E,56,109$E,57,110
E,55,163$E,57,164$E,58,110$E,58,111
E,58,112$E,58,164$E,58,165$E,58,166
!定義臂架一至四節(jié)底面腹桿
TYPE,2
REAL,7
E,61,115$E,63,117$E,64,118$E,65,119
E,66,120$E,67,121$E,68,122$E,69,123
E,70,124$E,71,125$E,72,126$E,73,127
E,74,128$E,75,129$E,76,130$E,77,131
E,78,132$E,79,133$E,80,134$E,81,135
E,82,136$E,83,137$E,84,138$E,85,139
E,62,63$E,116,117$E,63,118$E,118,65
E,65,120$E,120,67$E,68,123$E,123,70
E,70,125$E,125,72$E,72,127$E,128,75
E,75,130$E,130,77$E,77,132$E,132,79
E,80,135$E,135,82$E,82,137$E,137,84
E,84,139
!定義臂架五至九節(jié)底面腹桿
TYPE,2
REAL,8
E,86,140$E,87,141$E,88,142$E,89,143
E,90,144$E,91,145$E,92,146$E,93,147
E,94,148$E,95,149$E,96,150$E,97,151
E,98,152$E,99,153$E,100,154$E,101,155
E,102,156$E,103,157$E,104,158$E,105,159
E,106,160$E,107,161$E,108,162$E,109,163
E,110,164$E,111,165$E,140,87$E,87,142
E,142,89$E,89,144$E,144,91$E,92,147
E,147,94$E,94,149$E,149,96$E,96,151
E,152,99$E,99,154$E,154,101$E,101,156
E,156,103$E,104,159$E,159,106$E,106,161
E,161,108$E,108,163$E,164,111$E,111,113
E,165,167
TYPE,1
REAL,5
E,112,113$E,113,167$E,167,166
!定義臂架拉桿
TYPE,2
REAL,9
E,17,168
E,46,168
FINISH !退出前處理模塊
!進(jìn)入求解模塊
/SOLU
!施加 件
D,60,UX,0,,,,,UY,UZ,ROTX,ROTY
D,114,UX,0,,,,,UY,UZ,ROTX,ROTY
D,168,UX,0,,,,,UY,UZ,ROTX,ROTY
!施加
SFBEAM,1,1,PRES,44.63
SFBEAM,2,1,PRES,44.63
SFBEAM,3,1,PRES,44.63
SFBEAM,4,1,PRES,44.63
SFBEAM,5,1,PRES,44.63
SFBEAM,6,1,PRES,44.63
SFBEAM,7,1,PRES,44.63
SFBEAM,8,1,PRES,44.63
SFBEAM,9,1,PRES,44.63
SFBEAM,10,1,PRES,44.63
SFBEAM,11,1,PRES,44.63
SFBEAM,12,1,PRES,44.63
SFBEAM,13,1,PRES,44.63
SFBEAM,14,1,PRES,44.63
SFBEAM,15,1,PRES,44.63
SFBEAM,16,1,PRES,44.63
SFBEAM,17,1,PRES,44.63
SFBEAM,18,1,PRES,44.63
SFBEAM,19,1,PRES,44.63
SFBEAM,20,1,PRES,44.63
SFBEAM,21,1,PRES,44.63
SFBEAM,22,1,PRES,44.63
SFBEAM,23,1,PRES,44.63
SFBEAM,24,1,PRES,44.63
SFBEAM,25,1,PRES,44.63
SFBEAM,26,1,PRES,44.63
SFBEAM,27,1,PRES,44.63
SFBEAM,28,1,PRES,44.63
SFBEAM,29,1,PRES,44.63
SFBEAM,30,1,PRES,44.63
SFBEAM,31,1,PRES,44.63
SFBEAM,32,1,PRES,44.63
SFBEAM,33,1,PRES,44.63
SFBEAM,34,1,PRES,44.63
SFBEAM,35,1,PRES,44.63
SFBEAM,36,1,PRES,44.63
SFBEAM,37,1,PRES,44.63
SFBEAM,38,1,PRES,44.63
SFBEAM,39,1,PRES,44.63
SFBEAM,40,1,PRES,44.63
SFBEAM,41,1,PRES,44.63
SFBEAM,42,1,PRES,44.63
SFBEAM,43,1,PRES,44.63
SFBEAM,44,1,PRES,44.63
SFBEAM,45,1,PRES,44.63
SFBEAM,46,1,PRES,44.63
SFBEAM,47,1,PRES,44.63
SFBEAM,48,1,PRES,44.63
SFBEAM,49,1,PRES,44.63
SFBEAM,50,1,PRES,44.63
SFBEAM,51,1,PRES,44.63
SFBEAM,52,1,PRES,44.63
SFBEAM,53,1,PRES,44.63
SFBEAM,54,1,PRES,44.63
SFBEAM,55,1,PRES,44.63
SFBEAM,56,1,PRES,44.63
SFBEAM,57,1,PRES,44.63
SFBEAM,58,1,PRES,44.63
SFBEAM,59,1,PRES,44.63
SFBEAM,60,1,PRES,44.63
SFBEAM,61,1,PRES,44.63
SFBEAM,62,1,PRES,44.63
SFBEAM,63,1,PRES,44.63
SFBEAM,64,1,PRES,44.63
SFBEAM,65,1,PRES,44.63
SFBEAM,66,1,PRES,44.63
SFBEAM,67,1,PRES,44.63
SFBEAM,68,1,PRES,44.63
SFBEAM,69,1,PRES,44.63
SFBEAM,70,1,PRES,44.63
SFBEAM,71,1,PRES,44.63
SFBEAM,72,1,PRES,44.63
SFBEAM,73,1,PRES,44.63
SFBEAM,74,1,PRES,44.63
SFBEAM,75,1,PRES,44.63
SFBEAM,76,1,PRES,44.63
SFBEAM,77,1,PRES,44.63
SFBEAM,78,1,PRES,44.63
SFBEAM,79,1,PRES,44.63
SFBEAM,80,1,PRES,44.63
SFBEAM,81,1,PRES,44.63
SFBEAM,82,1,PRES,44.63
SFBEAM,83,1,PRES,44.63
SFBEAM,84,1,PRES,44.63
SFBEAM,85,1,PRES,44.63
SFBEAM,86,1,PRES,44.63
SFBEAM,87,1,PRES,44.63
SFBEAM,88,1,PRES,44.63
SFBEAM,89,1,PRES,44.63
SFBEAM,90,1,PRES,44.63
SFBEAM,91,1,PRES,44.63
SFBEAM,92,1,PRES,44.63
SFBEAM,93,1,PRES,44.63
SFBEAM,94,1,PRES,44.63
SFBEAM,95,1,PRES,44.63
SFBEAM,96,1,PRES,44.63
SFBEAM,97,1,PRES,44.63
SFBEAM,98,1,PRES,44.63
SFBEAM,99,1,PRES,44.63
SFBEAM,100,1,PRES,44.63
SFBEAM,101,1,PRES,44.63
SFBEAM,102,1,PRES,44.63
SFBEAM,103,1,PRES,44.63
SFBEAM,104,1,PRES,44.63
SFBEAM,105,1,PRES,44.63
SFBEAM,106,1,PRES,44.63
SFBEAM,107,1,PRES,44.63
SFBEAM,108,1,PRES,44.63
SFBEAM,109,1,PRES,44.63
SFBEAM,110,1,PRES,44.63
SFBEAM,111,1,PRES,44.63
SFBEAM,112,1,PRES,44.63
!施加2m工況 的 中
F,169,FY,-19600
F,170,FY,-19600
SOLVE
!施加25m工況 的 中
F,171,FY,-10633
F,172,FY,-10633
!進(jìn) 25m工況 加 情況 求解
SOLVE
!施加50m工況 的 中
F,173,FY,-4165
F,174,FY,-4165
!進(jìn) 50m工況 加 情況 求解
SOLVE
FINISH !退出求解模塊
!進(jìn)入后處理模塊,
/POST1
SET,1,1 ! 入第1個 的
PLDISP,2 ! 情況,用 模型
PRNSOL,U,Y ! 節(jié)點位
ETABLE,MFORX,SMISC,1 ! 元 , 出單元 向力
PRETAB ! 單元 中 ?
SET,2,1 ! 入第2個 的
PLDISP,2 ! 情況,用 模型
PRNSOL,U,Y ! 節(jié)點位
ETABLE,MFORX,SMISC,1 ! 元 , 出單元 向力
PRETAB ! 單元 中 ?
SET,3,1 ! 入第3個 的
PLDISP,2 ! 情況,用 模型
PRNSOL,U,Y ! 節(jié)點位
ETABLE,MFORX,SMISC,1 ! 元 , 出單元 向力
PRETAB ! 單元 中 ?
FINISH !退出后處理模塊