for state integrator 2 (explicit euler) and 3 (adaptive 2nd order euler): don't do any state evolution during stiffness perturbation, but only stress integration, since for those cases the state is not restored after every perturbation step
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@ -2045,6 +2045,7 @@ relTemperatureResiduum = 0.0_pReal
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!$OMP ENDDO
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if (numerics_integrationMode < 2) then ! in stiffness calculation mode we do not need to do the state integration again, since this is not influenced by a small perturbation in F
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! --- STATE JUMP ---
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!$OMP DO
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@ -2062,6 +2063,7 @@ relTemperatureResiduum = 0.0_pReal
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endif
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enddo; enddo; enddo
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!$OMP ENDDO
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endif
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!$OMP END PARALLEL
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@ -2236,6 +2238,7 @@ endif
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!$OMP ENDDO
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if (numerics_integrationMode < 2) then ! in stiffness calculation mode we do not need to do the state integration again, since this is not influenced by a small perturbation in F
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! --- STATE JUMP ---
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!$OMP DO
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@ -2250,6 +2253,7 @@ endif
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endif
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enddo; enddo; enddo
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!$OMP ENDDO
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endif
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! --- SET CONVERGENCE FLAG ---
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