CTestNormDispIncr: test- failed to converge

Carlota Gama · Post by **Carlota Gama** » Thu Nov 18, 2010 4:04 pm

Hello,

I need help, I don't understand why this happend. I know the model is large but it shoud run normaly. When I run the model gives me the following error:

CTestNormDispIncr::test - failed to converge

What could be wrong?

file mkdir Data

set accMul 1 ;# acceleration multiplier
set massDen 2 ;# solid mass density
set massProportionalDamping 0.0 ;
set stiffnessProportionalDamping 0.001 ;
set fangle 31.40 ;#friction angle
set ptangle 26.50 ;#phase transformation angle
set E 90000.0 ;#shear modulus
set poisson 0.40 ;
set G [expr $E/(2*(1+$poisson))] ;
set B [expr $E/(3*(1-2*$poisson))] ;
set press 0.0 ;# isotropic consolidation pressure on quad element(s)
set deltaT 0.010 ;# time step for analysis
set numSteps 3600 ;# Number of analysis steps
set gamma 0.600 ;# Newmark integration parameter
set pi 3.1415926535 ;
set inclination 0 ;
set unitWeightX [expr $massDen*9.81*sin($inclination/180.0*$pi)] ;# unit weight in X direction
set unitWeightY [expr -$massDen*9.81*cos($inclination/180.0*$pi)] ;# unit weight in Y direction

#############################################################

#create the ModelBuilder
model basic -ndm 2 -ndf 2

node 1 0.000 0.000
node 2 2.000 0.000
node 3 0.000 2.000
node 4 2.000 2.000
node 5 0.000 4.000
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# define material and properties
nDMaterial PressureDependMultiYield 1 2 $massDen $G $B $fangle .1 80 0.5 \
$ptangle 0.17 0.4 10 10 0.015 1.0

element quad 1 113 117 144 141 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 2 87 88 117 113 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 3 65 67 88 87 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 4 47 50 67 65 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 5 32 34 50 47 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 6 19 21 34 32 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 7 11 13 21 19 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 8 5 8 13 11 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 9 3 4 8 5 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 10 1 2 4 3 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 11 117 122 148 144 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 12 88 95 122 117 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 13 67 73 95 88 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 14 50 54 73 67 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 15 34 37 54 50 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 16 21 25 37 34 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 17 13 15 25 21 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 18 8 9 15 13 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 19 4 7 9 8 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 20 2 6 7 4 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 21 122 126 155 148 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 22 95 102 126 122 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 23 73 79 102 95 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 24 54 59 79 73 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 25 37 44 59 54 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 26 25 30 44 37 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 27 15 23 30 25 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 28 9 16 23 15 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 29 7 12 16 9 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 30 6 10 12 7 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 31 126 132 160 155 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 32 102 106 132 126 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 33 79 85 106 102 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 34 59 64 85 79 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 35 44 51 64 59 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 36 30 36 51 44 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 37 23 28 36 30 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 38 16 20 28 23 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 39 12 17 20 16 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 40 10 14 17 12 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 41 132 136 166 160 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 42 106 111 136 132 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 43 85 91 111 106 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 44 64 72 91 85 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 45 51 56 72 64 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 46 36 42 56 51 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 47 28 33 42 36 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 48 20 24 33 28 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 49 17 22 24 20 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 50 14 18 22 17 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 51 136 146 171 166 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 52 111 118 146 136 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 53 91 97 118 111 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 54 72 77 97 91 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 55 56 61 77 72 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 56 42 48 61 56 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 57 33 39 48 42 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 58 24 29 39 33 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 59 22 27 29 24 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 60 18 26 27 22 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 61 146 151 176 171 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 62 118 125 151 146 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 63 97 104 125 118 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 64 77 84 104 97 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 65 61 69 84 77 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 66 48 55 69 61 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 67 39 43 55 48 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 68 29 38 43 39 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 69 27 35 38 29 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 70 26 31 35 27 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 71 262 239 251 277 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 72 250 225 239 262 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 73 240 215 225 250 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
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element quad 366 345 365 352 334 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 367 358 378 365 345 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 368 370 389 378 358 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 369 382 397 389 370 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 370 395 411 397 382 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 371 317 335 331 308 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 372 323 346 335 317 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 373 333 353 346 323 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 374 344 363 353 333 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 375 352 375 363 344 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 376 365 385 375 352 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 377 378 396 385 365 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 378 389 406 396 378 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 379 397 415 406 389 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 380 411 425 415 397 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 381 335 359 350 331 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 382 346 368 359 335 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 383 353 377 368 346 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 384 363 384 377 353 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 385 375 394 384 363 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 386 385 402 394 375 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 387 396 412 402 385 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 388 406 422 412 396 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 389 415 430 422 406 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 390 425 438 430 415 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 391 425 434 447 438 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 392 411 424 434 425 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 393 395 408 424 411 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 394 379 392 408 395 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 395 361 376 392 379 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 396 341 357 376 361 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 397 325 340 357 341 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 398 307 321 340 325 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 399 291 305 321 307 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 400 277 292 305 291 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 401 434 445 456 447 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 402 424 431 445 434 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 403 408 418 431 424 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 404 392 404 418 408 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 405 376 390 404 392 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 406 357 372 390 376 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 407 340 355 372 357 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 408 321 338 355 340 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 409 305 320 338 321 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 410 292 309 320 305 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 411 445 455 464 456 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 412 431 444 455 445 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 413 418 429 444 431 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 414 404 416 429 418 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 415 390 399 416 404 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 416 372 387 399 390 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 417 355 371 387 372 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 418 338 354 371 355 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 419 320 339 354 338 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 420 309 326 339 320 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 421 455 462 473 464 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 422 444 452 462 455 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 423 429 441 452 444 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 424 416 426 441 429 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 425 399 414 426 416 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 426 387 398 414 399 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 427 371 386 398 387 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 428 354 373 386 371 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 429 339 356 373 354 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 430 326 342 356 339 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 431 462 481 488 473 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 432 452 470 481 462 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 433 441 459 470 452 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 434 426 451 459 441 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 435 414 440 451 426 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 436 398 427 440 414 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 437 386 417 427 398 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 438 373 405 417 386 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 439 356 391 405 373 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 440 342 380 391 356 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 441 481 497 505 488 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 442 470 487 497 481 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 443 459 480 487 470 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 444 451 471 480 459 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 445 440 460 471 451 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 446 427 454 460 440 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 447 417 443 454 427 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 448 405 432 443 417 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 449 391 423 432 405 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 450 380 410 423 391 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 451 497 513 520 505 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 452 487 504 513 497 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 453 480 498 504 487 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 454 471 489 498 480 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 455 460 482 489 471 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 456 454 474 482 460 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 457 443 465 474 454 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 458 432 457 465 443 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 459 423 448 457 432 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 460 410 437 448 423 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 461 513 526 532 520 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 462 504 521 526 513 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 463 498 515 521 504 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 464 489 510 515 498 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 465 482 502 510 489 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 466 474 492 502 482 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 467 465 485 492 474 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 468 457 479 485 465 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 469 448 472 479 457 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 470 437 463 472 448 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 471 526 537 542 532 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 472 521 534 537 526 1 PlaneStrain 1 $press 0.0 $

Carlota Gama · Post by **Carlota Gama** » Thu Nov 18, 2010 4:08 pm

element quad 473 515 528 534 521 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 474 510 523 528 515 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 475 502 518 523 510 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 476 492 511 518 502 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 477 485 506 511 492 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 478 479 501 506 485 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 479 472 491 501 479 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 480 463 486 491 472 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 481 537 548 551 542 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 482 534 544 548 537 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 483 528 540 544 534 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 484 523 535 540 528 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 485 518 530 535 523 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 486 511 527 530 518 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 487 506 522 527 511 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 488 501 517 522 506 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 489 491 512 517 501 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 490 486 507 512 491 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 491 548 555 557 551 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 492 544 553 555 548 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 493 540 549 553 544 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 494 535 546 549 540 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 495 530 543 546 535 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 496 527 539 543 530 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 497 522 536 539 527 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 498 517 533 536 522 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 499 512 529 533 517 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 500 507 524 529 512 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 501 555 559 560 557 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 502 553 558 559 555 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 503 549 556 558 553 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 504 546 554 556 549 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 505 543 552 554 546 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 506 539 550 552 543 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 507 536 547 550 539 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 508 533 545 547 536 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 509 529 541 545 533 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY
element quad 510 524 538 541 529 1 PlaneStrain 1 $press 0.0 $unitWeightX $unitWeightY

# fix the base

fix 1 1 1
fix 2 1 1
fix 6 1 1
fix 10 1 1
fix 14 1 1
fix 18 1 1
fix 26 1 1
fix 31 1 1
fix 40 1 1
fix 46 1 1
fix 57 1 1
fix 66 1 1
fix 76 1 1
fix 86 1 1
fix 100 1 1
fix 112 1 1
fix 128 1 1
fix 142 1 1
fix 157 1 1
fix 172 1 1
fix 186 1 1
fix 200 1 1
fix 233 1 1
fix 271 1 1
fix 313 1 1
fix 360 1 1
fix 401 1 1
fix 435 1 1
fix 467 1 1
fix 493 1 1

puts "Modelo construÃdo"

#############################################################
# GRAVITY APPLICATION (elastic behavior)
# create the SOE, ConstraintHandler, Integrator, Algorithm and Numberer

system ProfileSPD
test NormDispIncr 1.e-8 200 0
constraints Transformation
integrator LoadControl 1 1 1 1
algorithm Newton
numberer RCM

# create the Analysis
analysis Static

#analyze
analyze 2

# switch the material to plastic
updateMaterialStage -material 1 -stage 1
updateMaterials -material 1 bulkModulus [expr $G*2/3.];

#analyze
analyze 1

puts "Gravidade aplicada."

############################################################
# NOW APPLY LOADING SEQUENCE AND ANALYZE (plastic)

# rezero time
setTime 0.0

wipeAnalysis

set GM "Series -dt 0.02 -filePath acelerograma.txt -factor $accMul"

pattern UniformExcitation 1 1 -accel $GM

# create the Analysis

constraints Transformation;
test NormDispIncr 1.0e-4 600 0
algorithm Newton
numberer RCM
system ProfileSPD
rayleigh $massProportionalDamping 0.0 $stiffnessProportionalDamping 0.
integrator Newmark $gamma [expr pow($gamma+0.5, 2)/4]
analysis VariableTransient

recorder Node -file Data/disp2b.txt -time -node 176 277 538 438 -dof 1 -dT 0.01 disp
recorder Node -file Data/acce2b.txt -time -node 176 277 538 438 -dof 1 -dT 0.01 accel

recorder Element -ele 10 -time -file Data/stress1_1.txt -dT 0.01 material 1 stress
recorder Element -ele 10 -time -file Data/strain1_1.txt -dT 0.01 material 1 strain

recorder Element -ele 61 -time -file Data/stress1_3.txt -dT 0.01 material 3 stress
recorder Element -ele 61 -time -file Data/strain1_3.txt -dT 0.01 material 3 strain

recorder Element -ele 170 -time -file Data/stress2_1.txt -dT 0.01 material 1 stress
recorder Element -ele 170 -time -file Data/strain2_1.txt -dT 0.01 material 1 strain

recorder Element -ele 71 -time -file Data/stress2_3.txt -dT 0.01 material 3 stress
recorder Element -ele 71 -time -file Data/strain2_3.txt -dT 0.01 material 3 strain

recorder Element -ele 201 -time -file Data/stress3_1.txt -dT 0.01 material 1 stress
recorder Element -ele 201 -time -file Data/strain3_1.txt -dT 0.01 material 1 strain

recorder Element -ele 211 -time -file Data/stress3_3.txt -dT 0.01 material 3 stress
recorder Element -ele 211 -time -file Data/strain3_3.txt -dT 0.01 material 3 strain

recorder Element -ele 291 -time -file Data/stress4_1.txt -dT 0.01 material 1 stress
recorder Element -ele 291 -time -file Data/strain4_1.txt -dT 0.01 material 1 strain

recorder Element -ele 390 -time -file Data/stress4_3.txt -dT 0.01 material 3 stress
recorder Element -ele 390 -time -file Data/strain4_3.txt -dT 0.01 material 3 strain

recorder Element -ele 400 -time -file Data/stress5_1.txt -dT 0.01 material 1 stress
recorder Element -ele 400 -time -file Data/strain5_1.txt -dT 0.01 material 1 strain

recorder Element -ele 501 -time -file Data/stress5_3.txt -dT 0.01 material 3 stress
recorder Element -ele 501 -time -file Data/strain5_3.txt -dT 0.01 material 3 strain

#analyze
set startT [clock seconds]
analyze $numSteps $deltaT
set endT [clock seconds]
puts "Execution time: [expr $endT-$startT] seconds."

wipe #flush ouput stream

Post by **fmk** » Thu Nov 18, 2010 4:12 pm

does it work if you change the material to Elastic?

Carlota Gama · Post by **Carlota Gama** » Fri Nov 19, 2010 1:18 am

Yes, it work.
I did the same example but wiht the nDMaterial PressureDependMultiYield in saturated, undrained elastic-plastic state (coupled with FluidSolidPorous Material) and this example worked well.

Post by **fmk** » Fri Nov 19, 2010 6:09 am

the problem is obviously the material definition .. i will ask the developer of the material to respond.

Carlota Gama · Post by **Carlota Gama** » Fri Nov 19, 2010 6:46 am

Thank you. I'll wait for an answer.

Carlota Gama · Post by **Carlota Gama** » Wed Nov 24, 2010 4:06 am

Is there any news about this problem?

Thanks

jinlu · Post by **jinlu** » Mon Nov 29, 2010 12:49 pm

Your model is only fixed at base. No other boundary conditions. The soil domain won't be stable like that (even for the linear case). That's why it failed to converge at the first run. In other words, your model is not realistic. Usually, you should have shear beam or fixed support (or any other similar) boundary conditions at both sides of a soil model.

Carlota Gama · Post by **Carlota Gama** » Tue Nov 30, 2010 3:46 am

Yes, I know but I tried to put two types of boundary conditions (restricting the vertical displacements on both sides and put the same displacement on both sides with the command equalDOF) and even then the analysis fails.

Boundary conditions:

equalDOF 3 494 1 2
equalDOF 5 495 1 2
equalDOF 11 499 1 2
equalDOF 19 503 1 2
equalDOF 32 509 1 2
equalDOF 47 514 1 2
equalDOF 65 519 1 2
equalDOF 87 525 1 2
equalDOF 113 531 1 2
equalDOF 141 538 1 2
equalDOF 350 560 1 2
equalDOF 331 559 1 2
equalDOF 308 558 1 2
equalDOF 288 556 1 2
equalDOF 270 554 1 2
equalDOF 252 552 1 2
equalDOF 235 550 1 2
equalDOF 220 547 1 2
equalDOF 205 545 1 2
equalDOF 188 541 1 2

or

fix 3 0 1
fix 5 0 1
fix 11 0 1
fix 19 0 1
fix 32 0 1
fix 47 0 1
fix 65 0 1
fix 87 0 1
fix 113 0 1
fix 141 0 1
fix 494 0 1
fix 495 0 1
fix 499 0 1
fix 503 0 1
fix 509 0 1
fix 514 0 1
fix 519 0 1
fix 525 0 1
fix 531 0 1
fix 538 0 1
fix 350 0 1
fix 331 0 1
fix 308 0 1
fix 288 0 1
fix 270 0 1
fix 252 0 1
fix 235 0 1
fix 220 0 1
fix 205 0 1
fix 188 0 1
fix 560 0 1
fix 559 0 1
fix 558 0 1
fix 556 0 1
fix 554 0 1
fix 552 0 1
fix 550 0 1
fix 547 0 1
fix 545 0 1
fix 541 0 1

jinlu · Post by **jinlu** » Tue Nov 30, 2010 1:09 pm

Not sure what kind of scenario you try to simulate here. But it seems the geometry of this model is not simple at all. Therefore, care must be taken to ensure the stability of the system under gravity. e.g., I still see some free nodes at boundary (nodes 144, 148, 155, 160, 166, 171 and 176). But still, it's a bit challenging to obtain a stable system like that. I would suggest you start from a simple regular geometry, pressure independent material (clay). When you're confident about your model, gradually increase the mesh complexity and switch to the pressure dependent material.

Carlota Gama · Post by **Carlota Gama** » Tue Nov 30, 2010 1:57 pm

I'm trying to model a port structure (Caisson Quay Wall). I started by making simple models but always with the material pressure dependent. I'll start over but with the material pressure independent, like you suggested, to see if I make better progress.

Thank you for all