塔机 QTZ63 有限元分析 ANSYS软件的命令流
!塔机 QTZ63 有限元分析 ANSYS软件的命令流FINISH
/CLEAR
/UNITS ,SI
/TITLE, QTZ63 TOWER CRANE
/FILENAME, QTZ63
!进入前处理模块
/PREP7
!定义单元类型和材料属性
ET,1,BEAM188
mp,ex,1,2.1e+11
mp,prxy,1,0.3
mp,DENS,1,7800
mat,1
!定义截面形状
SECTYPE,1,BEAM,HREC,sonake1
SECDATA,0.098,0.090,0.008,0.008,0.008,0.008
SECTYPE,2,BEAM,CTUBE,sonake2
SECDATA,0.0365,0.0445
SECTYPE,3,BEAM,CTUBE,sonake3
SECDATA,0.021,0.025
SECTYPE,4,BEAM,CTUBE,sonake4
SECDATA,0.018,0.021
SECTYPE,5,BEAM,HREC,sonake5
SECDATA,0.088,0.080,0.008,0.008,0.008,0.008
SECTYPE,6,BEAM,HREC,sonake6
SECDATA,0.076,0.070,0.006,0.006,0.006,0.006
SECTYPE,7,BEAM,HREC,sonake7
SECDATA,0.068,0.063,0.005,0.005,0.005,0.005
SECTYPE,8,BEAM,CTUBE,sonake8
SECDATA,0.0385,0.0445
SECTYPE,9,BEAM,CTUBE,sonake9
SECDATA,0.0185,0.0225
SECTYPE,10,BEAM,MESH,sonake10
SECOFFSET,CENT,,,
!读取自定义截面梁
!注意文件sonakex.SECT的路径是否正确
SECREAD,'sonakex','SECT','H:\赵伟(6月9号)\论文\毕业设计\命令流',MESH
SECTYPE,11,BEAM,L,sonake11
SECDATA,0.090,0.090,0.010,0.010
SECTYPE,12,BEAM,L,sonake12
SECDATA,0.063,0.063,0.005,0.005
SECTYPE,13,BEAM,HREC,sonake13
SECDATA,0.100,0.090,0.010,0.010,0.010,0.010
SECTYPE,14,BEAM,CTUBE,sonake14
SECDATA,0.0205,0.024
SECTYPE,15,BEAM,CHAN,sonake15
SECDATA,0.048,0.048,0.100,0.0085,0.0085,0.0085
SECTYPE,16,BEAM,CHAN,sonake16
SECDATA,0.078,0.078,0.250,0.012,0.012,0.012
SECTYPE,17,BEAM,CHAN,sonake17
SECDATA,0.068,0.068,0.180,0.0105,0.0105,0.0105
SECTYPE,18,BEAM,CHAN,sonake18
SECDATA,0.050,0.050,0.100,0.004,0.004,0.004
SECTYPE,19,BEAM,CSOLID,sonake19
SECDATA,0.025,8
SECTYPE,20,BEAM,CSOLID,sonake20
SECDATA,0.018,8
!施加重力加速度
acel,0,9.800,0
! 定义标准节一的节点
N , 1 , -0.7697 , 0 , 0.7697
N , 2 , 0.7697 , 0 , 0.7697
N , 3 , 0.7697 , 0 , -0.7697
N , 4 , -0.7697 , 0 , -0.7697 ,
N , 5 , -0.7697 , 0.042 , 0.7697 ,
N , 6 , 0.7697 , 0.042 , 0.7697 ,
N , 7 , 0.7697 , 0.042 , -0.7697 ,
N , 8 , -0.7697 , 0.042 , -0.7697 ,
N , 9 , -0.7697 , 1.250 , 0.7697 ,
N , 10 , 0.7697 , 1.250 , 0.7697 ,
N , 11 , 0.7697 , 1.250 , -0.7697 ,
N , 12 , -0.7697 , 1.250 , -0.7697 ,
N , 13 , -0.7697 , 2.458 , 0.7697 ,
N , 14 , 0.7697 , 2.458 , 0.7697 ,
N , 15 , 0.7697 , 2.458 , -0.7697 ,
N , 16 , -0.7697 , 2.458 , -0.7697 ,
N , 17 , -0.7697 , 2.500 , 0.7697 ,
N , 18 , 0.7697 , 2.500 , 0.7697 ,
N , 19 , 0.7697 , 2.500 , -0.7697 ,
N , 20 , -0.7697 , 2.500 , -0.7697 ,
! 定义标准节一的方向节点
N , 10000 , -1.000 , 1.250 , 0.7697 ,
N , 10001 , -0.7697 , 1.250 , -1.000 ,
N , 10002 , 0.7697 , 1.250 , 1.000 ,
N , 10003 , 1.000 , 1.250 , -0.7697 ,
! 生成标准节一的单元
SECNUM ,10
!主玄杆二(两个)
E, 1 , 5,10000
E, 5 , 9,10000
E, 9 , 13,10000
E , 13 , 17,10000
E, 4 , 8,10001
E, 8 , 12,10001
E , 12 , 16,10001
E , 16 , 20,10001
!主玄杆一(两个)
E, 2 , 6,10002
E , 6 , 10,10002
E , 10 , 14,10002
E , 14 , 18,10002
E, 3 , 7,10003
E , 7 , 11,10003
E, 11 , 15,10003
E , 15 , 19,10003
SECNUM ,11
!〈90*90*10(8个)
E , 6 , 9,5
E , 9 , 14,12
E , 5 , 12,8
E , 12 , 13,10
E , 8 , 11,7
E , 11 , 16,10
E , 7 , 10,6
E , 10 , 15,9
!〈90*90*10(1个)
E, 16 , 14,10
SECNUM ,12
!〈63*63*5(12个)
E , 5 , 6,10
E , 6 , 7,10
E, 7 , 8,12
E , 8 , 5,12
E , 9 , 10,12
E, 10 , 11,12
E , 11 , 12,10
E, 12 , 9,10
E, 13 , 14,16
E , 14 , 15,16
E , 15 , 16,14
E , 16 , 13,14
!〈63*63*5(1个)
E, 6 , 8,2
!复制标准节一生成塔身
FLST,5,38,2,ORDE,2
FITEM,5,1
FITEM,5,-38
ENGEN,532,15,20,P51X, , , , , , , , ,2.500, ,
!定义下支座的节点
!平移工作平面
wpoff,0,37.500,0
CSYS,4
N , 301 , -0.7697 , 0 , 0.7697
N , 302 , 0.7697 , 0 , 0.7697
N , 303 , 0.7697 , 0 , -0.7697
N , 304 , -0.7697 , 0 , -0.7697
N , 305 , -0.7697 , 0.042 , 0.7697
N , 306 , 0.7697 , 0.042 , 0.7697
N , 307 , 0.7697 , 0.042 , -0.7697
N , 308 , -0.7697 , 0.042 , -0.769
N , 309 , -0.600 , 0.536 , 0.600
N , 310 , 0.600 , 0.536 , 0.600
N , 311 , 0.600 , 0.536 , -0.600
N , 312 , -0.600 , 0.536 , -0.600
N , 313 , -0.600 , 0.656 , 0.600
N , 314 , -0.220 , 0.656 , 0.600
N , 315 , 0.220 , 0.656 , 0.600
N , 316 , 0.600 , 0.656 , 0.600
N , 317 , 0.600 , 0.656 , 0.220
N , 318 , 0.600 , 0.656 , -0.220
N , 319 , 0.600 , 0.656 , -0.600
N , 320 , 0.220 , 0.656 , -0.600
N , 321 , -0.220 , 0.656 , -0.600
N , 322 , -0.600 , 0.656 , -0.600
N , 323 , -0.600 , 0.656 , -0.220
N , 324 , -0.600 , 0.656 , 0.220
N , 325 , -0.600 , 0.971 , 0.600
N , 326 , -0.050 , 0.971 , 0.600
N , 327 , 0.050 , 0.971 , 0.600
N , 328 , 0.600 , 0.971 , 0.600
N , 329 , 0.600 , 0.971 , 0.175
N , 330 , 0.600 , 0.971 , -0.175
N , 331 , 0.600 , 0.971 , -0.600
N , 332 , 0.050 , 0.971 , -0.600
N , 333 , -0.050 , 0.971 , -0.600
N , 334 , -0.600 , 0.971 , -0.600
N , 335 , -0.600 , 0.971 , -0.050
N , 336 , -0.600 , 0.971 , 0.050
N , 337 , -0.600 , 1.971 , 0.600
N , 338 , 0.600 , 1.971 , 0.600
N , 339 , 0.600 , 1.971 , -0.600
N , 340 , -0.600 , 1.971 , -0.600
N , 341 , -0.600 , 2.071 , 0.600
N , 342 , 0 , 2.071 , 0.600
N , 343 , 0.600 , 2.071 , 0.600
N , 344 , 0.600 , 2.071 , 0
N , 345 , 0.600 , 2.071 , -0.600
N , 346 , 0 , 2.071 , -0.600
N , 347 , -0.600 , 2.071 , -0.600
N , 348 , -0.600 , 2.071 , 0
!生成下支座的单元
SECNUM ,13
!主玄杆(4个)
E , 301 , 305 ,302
E , 305 , 309 ,302
E , 309 , 313 ,310
E , 313 , 325 ,310
E , 325 , 337 ,310
E , 337 , 341 ,310
E , 302 , 306 ,305
E , 306 , 310 ,305
E , 310 , 316 ,309
E , 316 , 328 ,309
E , 328 , 338 ,309
E , 338 , 343 ,309
E , 303 , 307 ,304
E , 307 , 311 ,304
E , 311 , 319 ,312
E , 319 , 331 ,312
E , 331 , 339 ,312
E , 339 , 345 ,312
E , 304 , 308 ,307
E , 308 , 312 ,307
E , 312 , 322 ,311
E , 322 , 334 ,311
E , 334 , 340 ,311
E , 340 , 347 ,311
SECNUM ,7
!斜腹杆一(4个)
E , 326 , 337 ,333
E , 327 , 338 ,332
E , 332 , 339 ,337
E , 333 , 340 ,326
!斜腹杆二(4个)
E , 329 , 338 ,336
E , 330 , 339 ,335
E , 335 , 340 ,330
E , 336 , 337 ,329
!斜撑(8个)
E , 314 , 324 ,313
E , 323 , 321 ,322
E , 315 , 317 ,316
E , 318 , 320 ,319
E , 336 , 326 ,325
E , 329 , 327 ,328
E , 333 , 335 ,334
E , 330 , 332 ,331
!下支座其它杆
E , 305 , 306 ,302
E , 306 , 307 ,302
E , 307 , 308 ,304
E , 308 , 305 ,304
E , 309 , 310 ,316
E , 310 , 311 ,316
E , 311 , 312 ,322
E , 312 , 309 ,322
E , 313 , 314 ,320
E , 314 , 315 ,320
E , 315 , 316 ,320
E , 316 , 317 ,320
E , 317 , 318 ,320
E , 318 , 319 ,320
E , 319 , 320 ,334
E , 320 , 321 ,334
E , 321 , 322 ,334
E , 322 , 323 ,334
E , 323 , 324 ,334
E , 324 , 313 ,334
E , 325 , 326 ,338
E , 326 , 327 ,338
E , 327 , 328 ,338
E , 328 , 329 ,338
E , 329 , 330 ,338
E , 330 , 331 ,338
E , 331 , 332 ,340
E , 332 , 333 ,340
E , 333 , 334 ,340
E , 334 , 335 ,340
E , 335 , 336 ,340
E , 336 , 325 ,340
E , 337 , 338 ,343
E , 338 , 339 ,343
E , 339 , 340 ,347
E , 340 , 337 ,347
!定义上支座的节点
!平移工作平面
wpoff,0,2.071,0
CSYS,4
N , 349 , 0.600 , 1.270 , 0.600
N , 350 , 0.600 , 1.270 , -0.600
N , 351 , -0.600 , 1.270 , -0.600
N , 352 , -0.600 , 1.270 , 0.600
N , 353 , 0.600 , 2.500 , 0.600
N , 354 , 0.750 , 2.500 , 0.600
N , 355 , 0.600 , 2.500 , 0
N , 356 , 0.750 , 2.500 , -0.600
N , 357 , 0.600 , 2.500 , -0.600
N , 358 , 0 , 2.500 , -0.600
N , 359 , -0.600 , 2.500 , -0.600
N , 360 , -0.750 , 2.500 , -0.600
N , 361 , -0.600 , 2.500 , 0
N , 362 , -0.750 , 2.500 , 0.600
N , 363 , -0.600 , 2.500 , 0.600
N , 364 , 0 , 2.500 , 0.600
N , 365 , 0.600 , 2.650 , 0.600
N , 366 , 0.600 , 2.650 , -0.600
N , 367 , -0.600 , 2.650 , -0.600
N , 368 , -0.600 , 2.650 , 0.600
!生成上支座的单元
!主玄杆(4个)
SECNUM ,13
E , 343 , 349 ,345
E , 349 , 353 ,345
E , 353 , 365 ,345
E , 345 , 350 ,343
E , 350 , 357 ,343
E , 357 , 366 ,343
E , 347 , 351 ,341
E , 351 , 359 ,341
E , 359 , 367 ,341
E , 341 , 352 ,347
E , 352 , 363 ,347
E , 363 , 368 ,347
!斜腹杆一(8个)
SECNUM ,13
E , 344 , 349 ,350
E , 349 , 355 ,350
E , 355 , 350 ,349
E , 350 , 344 ,349
E , 348 , 352 ,351
E , 352 , 361 ,351
E , 361 , 351 ,352
E , 351 , 348 ,352
!斜腹杆二(8个)
SECNUM ,7
E , 346 , 350 ,351
E , 350 , 358 ,351
E , 358 , 351 ,350
E , 351 , 346 ,350
E , 342 , 349 ,352
E , 349 , 364 ,352
E , 364 , 352 ,349
E , 352 , 342 ,349
!横管一(2个)
SECNUM ,13
E , 353 , 355 ,361
E , 357 , 355 ,361
E , 363 , 361 ,355
E , 359 , 361 ,355
SECNUM ,7
!横管二(2个)
E , 343 , 344 ,348
E , 344 , 345 ,348
E , 341 , 348 ,344
E , 347 , 348 ,344
!横管三(2个)
SECNUM ,13
E , 354 , 353 ,358
E , 353 , 363 ,358
E , 363 , 362 ,358
E , 356 , 357 ,364
E , 357 , 359 ,364
E , 359 , 360 ,364
SECNUM ,7
!横管四(2个)
E , 343 , 342 ,364
E , 342 , 341 ,364
E , 345 , 346 ,364
E , 346 , 347 ,364
!Φ48*3。5(3个)
SECNUM ,14
E , 351 , 352 ,361
E , 352 , 349 ,364
E , 349 , 350 ,355
!定义塔顶的节点
!平移工作平面
wpoff,0,2.760,0
CSYS,4
N , 369 , -0.600 , -0.110 , 0.600
N , 370 , 0.600 , -0.110 , 0.600
N , 371 , 0.600 , -0.110 , -0.600
N , 372 , -0.600 , -0.110 , -0.600
N , 373 , -0.600 , 0 , 0.600
N , 374 , 0.600 , 0 , 0.600
N , 375 , 0.600 , 0 , -0.600
N , 376 , -0.600 , 0 , -0.600
N , 377 , 0.600 , 0.956 , 0.51565
N , 378 , 0.600 , 0.956 , -0.51565
N , 379 , -0.4507 , 0.956 , -0.51565
N , 380 , -0.2682 , 1.880 , 0.43412
N , 381 , 0.600 , 1.880 , -0.43412
N , 382 , -0.2682 , 1.880 , -0.43412
N , 383 , -0.150 , 2.550 , -0.375
N , 384 , 0.600 , 2.550 , 0.375
N , 385 , 0.600 , 2.550 , -0.375
N , 386 , 0.600 , 3.220 , -0.31568
N , 387 , -0.03176 , 3.220 , -0.31568
N , 388 , -0.03176 , 3.220 , 0.31568
N , 389 , 0.600 , 3.788 , 0.26576
N , 390 , 0.600 , 3.788 , -0.26576
N , 391 , 0.0684 , 3.788 , -0.26576
N , 392 , 0.1687 , 4.356 , -0.21565
N , 393 , 0.1687 , 4.356 , 0.21565
N , 394 , 0.600 , 4.356 , -0.21565
N , 395 , 0.600 , 4.706 , -0.184765
N , 396 , 0.2305 , 4.706 , -0.184765
N , 397 , 0.2305 , 4.706 , 0.184765
N , 398 , 0.600 , 4.706 , 0.184765
N , 399 , 0.600 , 5.086 , -0.151235
N , 400 , 0.29753 , 5.086 , -0.151235
N , 401 , 0.29753 , 5.086 , 0.151235
N , 402 , 0.600 , 6.800 , 0
!拉杆的上节点
N , 700 , 0.600 , 6.800 , 0
N , 701 , 0.600 , 6.800 , 0
N , 702 , 0.600 , 6.800 , 0
N , 703 , 0.600 , 6.800 , 0
!生成塔顶的单元
SECNUM ,13
!后玄杆(2个)
E , 369 , 373 ,372
E , 373 , 380 ,383
E , 380 , 388 ,383
E , 388 , 393 ,383
E , 393 , 401 ,383
E , 401 , 402 ,383
E , 372 , 376 ,373
E , 376 , 379 ,380
E , 379 , 382 ,380
E , 382 , 383 ,380
E , 383 , 387 ,380
E , 387 , 391 ,380
E , 391 , 392 ,380
E , 392 , 396 ,380
E , 396 , 400 ,380
E , 400 , 402 ,380
!前玄杆(2个)
E , 370 , 374 ,371
E , 374 , 377 ,385
E , 377 , 384 ,385
E , 384 , 389 ,385
E , 389 , 398 ,385
E , 398 , 402 ,385
E , 371 , 375 ,374
E , 375 , 378 ,384
E , 378 , 381 ,384
E , 381 , 385 ,384
E , 385 , 386 ,384
E , 386 , 390 ,384
E , 390 , 394 ,384
E , 394 , 395 ,384
E , 395 , 399 ,384
E , 399 , 402 ,384
SECNUM ,14
!后腹杆Φ48*3.5(7个)
E , 373 , 379 ,402
E , 379 , 380 ,402
E , 380 , 383 ,402
E , 383 , 388 ,402
E , 388 , 391 ,402
E , 391 , 393 ,402
E , 393 , 396 ,402
!前腹杆Φ48*3.5(8个)
E , 375 , 377 ,402
E , 377 , 381 ,402
E , 381 , 384 ,402
E , 384 , 386 ,402
E , 386 , 389 ,402
E , 389 , 394 ,402
E , 394 , 398 ,402
E , 398 , 399 ,402
!直腹杆Φ48*3.5(4个)
E , 373 , 374 ,402
E , 374 , 375 ,402
E , 375 , 376 ,402
E , 376 , 373 ,402
!Φ48*3.5(16个)
!前面
E , 373 , 377 ,402
E , 377 , 380 ,402
E , 380 , 384 ,402
E , 384 , 388 ,402
E , 388 , 389 ,402
E , 389 , 393 ,402
E , 393 , 398 ,402
E , 398 , 401 ,402
!后面
E , 376 , 378 ,402
E , 378 , 382 ,402
E , 382 , 385 ,402
E , 385 , 387 ,402
E , 387 , 390 ,402
E , 390 , 392 ,402
E , 392 , 395 ,402
E , 395 , 400 ,402
SECNUM ,15
! 槽刚一
E , 400 , 401 ,402
!槽刚二
E , 396 , 397 ,402
!定义臂架第一节的节点
!平移工作平面
wpoff,0.750,-0.260,0
CSYS,4
N , 448 , 0 , 0 , 0.600
N , 449 , 0 , 0 , -0.600
N , 450 , 0.090 , 0 , 0.600
N , 451 , 0.090 , 0 , -0.600
N , 452 , 0.090 , 0 , 0.6175
N , 453 , 0.090 , 0 , -0.6175
N , 454 , 0.130 , 0 , 0.6175
N , 455 , 0.130 , 0 , 0.170
N , 456 , 0.130 , 0 , -0.170
N , 457 , 0.130 , 0 , -0.6175
N , 458 , 0.700 , 0 , 0.6175
N , 459 , 0.700 , 0 , -0.6175
N , 460 , 0.636 , 1.199 , 0
N , 461 , 0.740 , 1.199 , 0
N , 462 , 1.485 , 0 , 0.6175
N , 463 , 1.485 , 0 , -0.6175
N , 464 , 2.230 , 1.199 , 0
N , 465 , 2.975 , 0 , 0.6175
N , 466 , 2.975 , 0 , -0.6175
N , 467 , 3.720 , 1.199 , 0
N , 468 , 4.465 , 0 , 0.6175
N , 469 , 4.465 , 0 , -0.6175
N , 470 , 5.210 , 1.199 , 0
N , 471 , 5.955 , 0 , 0.6175
N , 472 , 5.955 , 0 , -0.6175
N , 473 , 6.700 , 1.199 , 0
N , 474 , 7.470 , 0 , 0.6175
N , 475 , 7.470 , 0 , -0.6175
N , 476 , 7.500 , 0 , 0.6175
N , 477 , 7.500 , 0 , -0.617.5
N , 478 , 7.500 , 1.199 , 0
!定义臂架第二节的节点
!平移工作平面
wpoff,7.500,0,0
CSYS,4
N , 479 , 0.010 , 0 , 0.6175 ,
N , 480 , 0.010 , 0 , -0.6175 ,
N , 481 , 0.080 , 0 , 0.6175 ,
N , 482 , 0.080 , 0 , -0.6175 ,
N , 483 , 0.740 , 1.199 , 0 ,
N , 484 , 1.485 , 0 , 0.6175 ,
N , 485 , 1.485 , 0 , -0.6175 ,
N , 486 , 2.230 , 1.199 , 0 ,
N , 487 , 2.975 , 0 , 0.6175 ,
N , 488 , 2.975 , 0 , -0.6175 ,
N , 489 , 3.720 , 1.199 , 0 ,
N , 490 , 4.465 , 0 , 0.6175 ,
N , 491 , 4.465 , 0 , -0.6175 ,
N , 492 , 5.210 , 1.199 , 0 ,
N , 493 , 5.955 , 0 , 0.6175 ,
N , 494 , 5.955 , 0 , -0.6175 ,
N , 495 , 6.700 , 1.199 , 0 ,
N , 496 , 7.470 , 0 , 0.6175 ,
N , 497 , 7.470 , 0 , -0.6175 ,
N , 498 , 7.500 , 1.199 , 0 ,
N , 499 , 7.500 , 0 , 0.6175 ,
N , 500 , 7.500 , 0 , -0.6175 ,
!拉杆的下节点(706)
N , 706 , 5.210 , 1.199 , 0 ,
!定义臂架第三节的节点
!平移工作平面
wpoff,7.500,0,0
CSYS,4
N , 501 , 0.025 , 0 , 0.6175 ,
N , 502 , 0.025 , 0 , -0.6175 ,
N , 503 , 0.080 , 0 , 0.6175 ,
N , 504 , 0.080 , 0 , -0.6175 ,
N , 505 , 0.7535 , 1.199 , 0 ,
N , 506 , 1.497 , 0 , 0.6175 ,
N , 507 , 1.497 , 0 , -0.6175 ,
N , 508 , 2.2405 , 1.199 , 0 ,
N , 509 , 2.984 , 0 , 0.6175 ,
N , 510 , 2.984 , 0 , -0.6175 ,
N , 511 , 3.7275 , 1.199 , 0 ,
N , 512 , 4.471 , 0 , 0.6175 ,
N , 513 , 4.471 , 0 , -0.6175 ,
N , 514 , 5.2145 , 1.199 , 0 ,
N , 515 , 5.958 , 0 , 0.6175 ,
N , 516 , 5.958 , 0 , -0.6175 ,
N , 517 , 6.7015 , 1.199 , 0 ,
N , 518 , 7.480 , 0 , 0.6175 ,
N , 519 , 7.480 , 0 , -0.6175 ,
N , 520 , 7.500 , 1.199 , 0 ,
N , 521 , 7.500 , 0 , 0.6175 ,
N , 522 , 7.500 , 0 , -0.6175 ,
!!定义臂架第四节的节点
!平移工作平面
wpoff,7.500,0,0
CSYS,4
N , 523 , 0 , 1.194 , 0
N , 524 , 0.035 , 0 , 0.6175
N , 525 , 0.035 , 0 , -0.6175
N , 526 , 0.080 , 0 , 0.6175
N , 527 , 0.080 , 0 , -0.6175
N , 528 , 0.7635 , 1.194 , 0
N , 529 , 1.507 , 0 , 0.6175
N , 530 , 1.507 , 0 , -0.6175
N , 531 , 2.2505 , 1.194 , 0
N , 532 , 2.994 , 0 , 0.6175
N , 533 , 2.994 , 0 , -0.6175
N , 534 , 3.7375 , 1.194 , 0
N , 535 , 4.481 , 0 , 0.6175
N , 536 , 4.481 , 0 , -0.6175
N , 537 , 5.2245 , 1.194 , 0
N , 538 , 5.968 , 0 , 0.6175
N , 539 , 5.968 , 0 , -0.6175
N , 540 , 6.7115 , 1.194 , 0
N , 541 , 7.480 , 0 , 0.6175
N , 542 , 7.480 , 0 , -0.6175
N , 543 , 7.500 , 1.194 , 0
N , 544 , 7.500 , 0 , 0.6175
N , 545 , 7.500 , 0 , -0.6175
!定义臂架第五节的节点
!平移工作平面
wpoff,7.500,0,0
CSYS,4
N , 546 , 0.020 , 0 , 0.6175 ,
N , 547 , 0.020 , 0 , -0.6175 ,
N , 548 , 0.080 , 0 , 0.6175 ,
N , 549 , 0.080 , 0 , -0.6175 ,
N , 550 , 0.830 , 1.188 , 0 ,
N , 551 , 1.655 , 0 , 0.6175 ,
N , 552 , 1.655 , 0 , -0.6175 ,
N , 553 , 2.480 , 1.188 , 0 ,
N , 554 , 3.305 , 0 , 0.6175 ,
N , 555 , 3.305 , 0 , -0.6175 ,
N , 556 , 4.130 , 1.188 , 0 ,
N , 557 , 4.980 , 0 , 0.6175 ,
N , 558 , 4.980 , 0 , -0.6175 ,
N , 559 , 5.000 , 1.188 , 0 ,
N , 560 , 5.000 , 0 , 0.6175 ,
N , 561 , 5.000 , 0 , -0.6175 ,
!定义臂架第六节的节点
!平移工作平面
wpoff,5.000,0,0
CSYS,4
N , 562 , 0.035 , 0 , 0.6175 ,
N , 563 , 0.035 , 0 , -0.6175 ,
N , 564 , 0.080 , 0 , 0.6175 ,
N , 565 , 0.080 , 0 , -0.6175 ,
N , 566 , 0.7635 , 1.188 , 0 ,
!拉杆下节点(707)
N , 707 , 0.7635 , 1.188 , 0 ,
N , 567 , 1.507 , 0 , 0.6175 ,
N , 568 , 1.507 , 0 , -0.6175 ,
N , 569 , 2.2505 , 1.188 , 0 ,
N , 570 , 2.994 , 0 , 0.6175 ,
N , 571 , 2.994 , 0 , -0.6175 ,
N , 572 , 3.7375 , 1.188 , 0 ,
N , 573 , 4.481 , 0 , 0.6175 ,
N , 574 , 4.481 , 0 , -0.6175 ,
N , 575 , 5.5245 , 1.188 , 0 ,
N , 576 , 5.968 , 0 , 0.6175 ,
N , 577 , 5.968 , 0 , -0.6175 ,
N , 578 , 6.7115 , 1.188 , 0 ,
N , 579 , 7.480 , 0 , 0.6175 ,
N , 580 , 7.480 , 0 , -0.6175 ,
N , 581 , 7.500 , 1.188 , 0 ,
N , 582 , 7.500 , 0 , 0.6175 ,
N , 583 , 7.500 , 0 , -0.6175 ,
!定义臂架第七节的节点
!平移工作平面
wpoff,7.500,0,0
CSYS,4
N , 584 , 0.025 , 0 , 0.631 ,
N , 585 , 0.025 , 0 , -0.631 ,
N , 586 , 0.080 , 0 , 0.631 ,
N , 587 , 0.080 , 0 , -0.631 ,
N , 588 , 0.835 , 1.184 , 0 ,
N , 589 , 1.660 , 0 , 0.631 ,
N , 590 , 1.660 , 0 , -0.631 ,
N , 591 , 2.485 , 1.184 , 0 ,
N , 592 , 3.310 , 0 , 0.631 ,
N , 593 , 3.310 , 0 , -0.631 ,
N , 594 , 4.135 , 1.184 , 0 ,
N , 595 , 4.980 , 0 , 0.631 ,
N , 596 , 4.980 , 0 , -0.631 ,
N , 597 , 5.000 , 1.184 , 0 ,
N , 598 , 5.000 , 0 , 0.631 ,
N , 599 , 5.000 , 0 , -0.631 ,
!定义臂架第八节的节点
!平移工作平面
wpoff,5.000,0,0
CSYS,4
N , 600 , 0.080 , 0 , 0.631 ,
N , 601 , 0.080 , 0 , -0.631 ,
N , 602 , 0.080 , 1.184 , 0 ,
N , 603 , 0.865 , 1.184 , 0 ,
N , 604 , 0.935 , 1.184 , 0 ,
N , 605 , 1.125 , 1.184 , 0 ,
N , 606 , 1.620 , 0 , 0.631 ,
N , 607 , 1.620 , 0 , -0.631 ,
N , 608 , 1.807 , 0.700 , 0.2685,
N , 609 , 1.807 , 0.700 , -0.2685 ,
N , 610 , 3.000 , 0 , 0.631 ,
N , 611 , 3.000 , 0 , 0.100 ,
N , 612 , 3.000 , 0 , -0.100 ,
N , 613 , 3.000 , 0 , -0.631 ,
N , 10028 , 7.500 , 0 , 120.000
!生成臂架第一节的单元
SECNUM ,1
!下玄杆(两个)
!前面
E , 448 , 450 ,10028
E , 450 , 452 ,10028
E , 452 , 454 ,10028
E , 454 , 458 ,10028
E , 458 , 462 ,10028
E , 462 , 465 ,10028
E , 465 , 468 ,10028
E , 468 , 471 ,10028
E , 471 , 474 ,10028
E , 474 , 476 ,10028
!后面
E , 449 , 451 ,10028
E , 451 , 453 ,10028
E , 453 , 457 ,10028
E , 457 , 459 ,10028
E , 459 , 463 ,10028
E , 463 , 466 ,10028
E , 466 , 469 ,10028
E , 469 , 472 ,10028
E , 472 , 475 ,10028
E , 475 , 477 ,10028
SECNUM ,2
!上玄杆(一个)
E , 460 , 461 ,10028
E , 461 , 464 ,10028
E , 464 , 467 ,10028
E , 467 , 470 ,10028
E , 470 , 473 ,10028
E , 473 , 478 ,10028
SECNUM ,3
!侧腹杆(22个)
!前面
E , 452 , 461 ,10028
E , 461 , 462 ,10028
E , 462 , 464 ,10028
E , 464 , 465 ,10028
E , 465 , 467 ,10028
E , 467 , 468 ,10028
E , 468 , 470 ,10028
E , 470 , 471 ,10028
E , 471 , 473 ,10028
E , 473 , 474 ,10028
E , 474 , &nbs 您好,我也在建塔机模型,可是,建后的结果不正确。在计算塔机空载后倾时,整机自重是正确的,可是后倾矩确很小。导致塔身根部的应力值很小,不知高手能否给我指点一下。:) 不错,这虽然和我作的行业不相关,但是我还是要顶.
回复 3# zax77 的帖子
我也在做塔机的模型,想和和上面的两位交流交流,qq;251643806 楼主,你的命令流里面好像缺少一个文件,不好意思我是新手 顶起来顶起来顶起来顶起来顶起来顶起来顶起来顶起来顶起来顶起来顶起来顶起来顶起来 谢谢,很好,要学习一下 学习一下 ......厉害的人类啊 导入是错误的,导不入 学习一下 命令真乱,而且不完整 乱,好好整理一下吗,没有用的就删除了
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