357 {
359
360 const size_t nb_row_dofs = row_data.
getIndices().size();
361 const size_t nb_col_dofs = col_data.
getIndices().size();
362 if (nb_row_dofs && nb_col_dofs) {
363
364 auto get_dt = [&]() {
366 CHKERR TSGetTimeStep(getFEMethod()->ts, &
dt);
369 };
370 const auto dt = get_dt();
371
372 const size_t nb_integration_pts = row_data.
getN().size1();
373 const size_t nb_row_base_functions = row_data.
getN().size2();
374 auto t_w = getFTensor0IntegrationWeight();
375
376 auto get_row_base = [&]() {
378 double *base_ptr = &*
commonDataPtr->dualBaseMat.data().begin();
380 } else {
382 }
383 };
384 auto t_row_base = get_row_base();
385
389 auto t_flow =
390 getFTensor2SymmetricFromMat<3>(*(
commonDataPtr->plasticFlowPtr));
391 auto t_D = getFTensor4DdgFromMat<3, 3, 0>(*
commonDataPtr->mtD);
392 auto t_D_Deviator =
393 getFTensor4DdgFromMat<3, 3, 0>(*
commonDataPtr->mtD_Deviator);
394
396 auto t_dE_dF = getFTensor4FromMat<3, 3, 3, 3>(dE_dF);
397
399
400 for (size_t gg = 0; gg != nb_integration_pts; ++gg) {
401
402 double alpha =
dt * getMeasure() * t_w;
406 t_flow_stress_dstrain(
i,
j,
k,
l) =
407 t_D(
i,
j,
m,
n) * t_diff_plastic_flow_dstrain(
m,
n,
k,
l);
409
410 if (!LOGSTRAIN)
411 t_diff_plastic_flow_stress_dgrad(
i,
j,
k,
l) =
412 t_flow_stress_dstrain(
i,
j,
m,
n) * t_diff_symmetrize(
m,
n,
k,
l);
413 else {
414
416 t_diff_plastic_flow_stress_dgrads(
i,
j,
k,
l) =
417 t_flow_stress_dstrain(
i,
j,
m,
n) * t_diff_symmetrize(
m,
n,
k,
l);
418 t_diff_plastic_flow_stress_dgrad(
i,
j,
k,
l) = 0.;
419 for (
int i = 0;
i != 3; ++
i)
420 for (
int j = 0;
j != 3; ++
j)
421 for (
int k = 0;
k != 3; ++
k)
422 for (
int l = 0;
l != 3; ++
l)
423 for (
int m = 0;
m != 3; ++
m)
424 for (
int n = 0;
n != 3; ++
n)
425 t_diff_plastic_flow_stress_dgrad(
i,
j,
k,
l) +=
426 t_diff_plastic_flow_stress_dgrads(
i,
j,
m,
n) *
428 }
429
430 size_t rr = 0;
431 for (; rr != nb_row_dofs / 6; ++rr) {
432
433
434
435
436
437
439 &locMat(6 * rr + 0, 0),
440 &locMat(6 * rr + 0, 1),
441 &locMat(6 * rr + 0, 2),
442
443 &locMat(6 * rr + 1, 0),
444 &locMat(6 * rr + 1, 1),
445 &locMat(6 * rr + 1, 2),
446
447 &locMat(6 * rr + 2, 0),
448 &locMat(6 * rr + 2, 1),
449 &locMat(6 * rr + 2, 2),
450
451 &locMat(6 * rr + 1, 0),
452 &locMat(6 * rr + 1, 1),
453 &locMat(6 * rr + 1, 2),
454
455 &locMat(6 * rr + 3, 0),
456 &locMat(6 * rr + 3, 1),
457 &locMat(6 * rr + 3, 2),
458
459 &locMat(6 * rr + 4, 0),
460 &locMat(6 * rr + 4, 1),
461 &locMat(6 * rr + 4, 2),
462
463 &locMat(6 * rr + 2, 0),
464 &locMat(6 * rr + 2, 1),
465 &locMat(6 * rr + 2, 2),
466
467 &locMat(6 * rr + 4, 0),
468 &locMat(6 * rr + 4, 1),
469 &locMat(6 * rr + 4, 2),
470
471 &locMat(6 * rr + 5, 0),
472 &locMat(6 * rr + 5, 1),
473 &locMat(6 * rr + 5, 2)
474 };
475
476 const double c0 =
alpha * t_row_base * t_tau_dot;
477
479 for (size_t cc = 0; cc != nb_col_dofs / 3; ++cc) {
480
481 t_mat(
i,
j,
l) -= c0 * (t_diff_plastic_flow_stress_dgrad(
i,
j,
l,
k) *
483
484 ++t_mat;
485 ++t_col_diff_base;
486 }
487
488 ++t_row_base;
489 }
490 for (; rr < nb_row_base_functions; ++rr)
491 ++t_row_base;
492
493 if (LOGSTRAIN)
494 ++t_dE_dF;
495
496 ++t_w;
497 ++t_f;
498 ++t_flow;
499 ++t_tau_dot;
500 }
501 }
502
504}
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
#define CHKERR
Inline error check.
FTensor::Index< 'n', SPACE_DIM > n
FTensor::Index< 'm', SPACE_DIM > m
FTensor::Index< 'i', SPACE_DIM > i
FTensor::Index< 'l', 3 > l
FTensor::Index< 'j', 3 > j
FTensor::Index< 'k', 3 > k
static auto getFTensor0FromVec(ublas::vector< T, A > &data)
Get tensor rank 0 (scalar) form data vector.
FTensor::Tensor1< FTensor::PackPtr< double *, Tensor_Dim >, Tensor_Dim > getFTensor1DiffN(const FieldApproximationBase base)
Get derivatives of base functions.
FTensor::Tensor0< FTensor::PackPtr< double *, 1 > > getFTensor0N(const FieldApproximationBase base)
Get base function as Tensor0.
MatrixDouble & getN(const FieldApproximationBase base)
get base functions this return matrix (nb. of rows is equal to nb. of Gauss pts, nb....
const VectorInt & getIndices() const
Get global indices of dofs on entity.