/FAIL/TAB1

Block Format Keyword This advanced failure model allows the plastic failure strain to be defined as a function of: stress triaxiality, strain rate, Lode angle, element size, temperature, and instability strain. Damage is accumulated based on user-defined functions.

Format

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
/FAIL/TAB1/mat_ID/unit_ID
Ifail_sh Ifail_so P_thickfail P_thinfail Ixfem
Card 2 - Damage accumulation parameters
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
Dcrit Dp n Dadv fct_IDd
Card 3 - Failure strain table dependent on stress triaxiality and Lode angle parameter
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
table1_ID Yscale1 Xscale1 table2_ID Yscale2 Xscale2
Card 4 - Element size scale function
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
fct_IDel Fscaleel El_ref inst_start Fad_exp Ch_i_f
Card 5 - Temperature scale function and triaxiality limits for element size factors
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
fct_IDT FscaleT Shrf Biaxf
Card 6 - Optional line
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
fail_ID

Definition

Field Contents SI Unit Example
mat_ID Material identifier.

(Integer, maximum 10 digits)

unit_ID Unit Identifier.

(Integer, maximum 10 digits)

Ifail_sh Shell failure flag.

If Ixfem =0: failure - element deleted. 1

If Ixfem =1: failure - element cracked. 2

(Integer)
= 1
Shell is deleted/cracked, if the damage criterion is satisfied in one integration point or layer.
= 2
Shell is deleted/cracked, if the damage criterion is satisfied in all shell layers. For a single layer shell, the stress tensor is set to zero.
= 3
Shell is deleted/cracked, if the damage criterion is satisfied in all layers. Stress tensor is not modified in broken layers until the complete element is ruptured.
Ifail_so Solid failure flag.
= 1
Solid is deleted, if the damage criterion is satisfied in one integration point.
= 2
Deviatoric stress components are set to zero for the integration points where criteria is satisfied.

(Integer)

Ixfem XFEM flag (for /SHELL and /SH_SANDW properties only).
= 0 (Default)
Without XFEM.
= 1
XFEM formulation. 2

(Integer)

P_thickfail Ratio of through thickness integration points that must fail before the element is deleted. (shells only). Only used when Ifail_sh=2 or 3. 2 6 7

(Real)

P_thinfail Ratio of thickness reduction before failure (shells only and only active for Ifail_sh > 1).

(Real)

Dcrit Critical accumulated damage value (failure criteria).

Default = 0.999 (Real)

Dp Damage accumulation parameter.

Default = 1.0 (Real)

n Damage accumulation parameter.

Default = 1.0 (Real)

Dadv Criterion for the crack advancement (Only active if Ixfem=1).

(Real, between 0 and 1)

Default = 0 means Dadv = Dcrit 4

fct_IDd Damage scale factor function identifier as function of current damage. 5

Default = 0 (Integer)

table1_ID Failure strain table identifier. 3

(Integer)

Yscale1 Scale factor for the ordinate of table1 (failure strain).

Default = 1.0 (Real)

Xscale1 Scale factor for the abscissa table1 (strain rate).

Default = 1.0 (Real)

[ 1 s ]
table2_ID Instability strain table identifier. 9

(Integer)

Yscale2 Scale factor for the ordinate of table2 (instability strain).

Default = 1.0

Xscale2 Scale factor for the abscissa of table2 (strain rate).

Default = 1.0

[ 1 s ]
fct_IDel Element size factor function identifier.

(Integer)

Fscaleel Element size function scale factor.

Default = 1.0 (Real)

El_ref Reference element size.

Default = 1.0 (Real)

[ m ]
inst_start Instability strain (Only used if table2_ID is not defined).

Default = Dp (Real)

Fad_exp Fading exponent. 9
> 0 (Default)
Fading exponent. (Real)
< 0
Fading exponent relative to element size function identifier. (Integer)
Ch_i_f Choice of instability or fracture regularization flag.
= 1 (Default)
Element length regularization affects the fracture curve.
= 2
Element length regularization affects the instability table.
= 3
Element length regularization affects both fracture curve and instability table.
Shrf Shear triaxiality limit for applying element size regularization on instability curve.

Default = -1.0 (Real)

Biafx Bi-traction triaxiality limit for applying element size regularization on instability curve.

Default = 1.0 (Real)

fct_IDT Temperature factor function identifier.

(Integer)

FscaleT Temperature function scale factor.

Default = 1.0 (Real)

fail_ID (Optional) Failure criteria identifier. 10

(Integer, maximum 10 digits)

Example (Shell)

In this example diffuse necking is considered using instability strain options (table2_ID and Fad_exp).
#RADIOSS STARTER
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/UNIT/1
unit for mat
#              MUNIT               LUNIT               TUNIT
                  kg                  mm                  ms
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  1. MATERIALS:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/MAT/PLAS_JOHNS/1/1
Steel
#              RHO_I
              7.9E-6                   0
#                  E                  Nu     Iflag
                 210                  .3         0
#                  a                   b                   n           EPS_p_max            SIG_max0
                 .05                 .52                  .1                   0                   0
#                  c           EPS_DOT_0       ICC   Fsmooth               F_cut               Chard
                .022                .001         0         1                   1                   0
#                  m              T_melt              rhoC_p                 T_r
                1.03                1796                3.91                 300
/FAIL/TAB1/1/1
# failure for shell
# Ifail_sh  Ifail_so                             P_THICKFAIL          P_THINFAIL              I_Xfem
         2         1                                       1                   0                   0
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
##CARD2  - Damage accumulation parameters
#              DCRIT                   D                   N                Dadv   fct_IDd
                   1                  .1                   1                   0         0
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#CARD3  - Failure strain functions for each defined strain rate  (Nrate lines, at least one)
#Table1_ID             Yscale1             Xscale1 Table2_ID             Yscale2             Xscale2
      4711                   1                   1      4712                   1                   1
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#CARD4 - Element size scale function
#FCT_ID_EL           FSCALE_EL              EI_REF          INST_START             FAD_EXP    Ch_i_f
        21                   1                   1                  0                   10         0
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#CARD5 - Temperature scale function and  triaxiality limits for element size factors
# FCT_ID_T            FSCALE_T                                              Shrf               Biaxf
        22                   1
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#CARD6 - Function identifier (optional card)
#  Fail_Id
         1
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  3. FUNCTIONS:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/TABLE/1/4711
failure plastic-strain vs triaxiality for material failure
#
         1
#        Triaxiality      Failure_Strain     
                 -1.                0.50                                       
                  1.                0.50                                       
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/TABLE/1/4712
failure plastic-strain vs triaxiality for diffuse necking
#
         1
#        Triaxiality      Failure_Strain     
                 -1.                0.30                                        
                  1.                0.30                                        
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/21
Element length regularisation
#                  X                   Y
# relative ele. size        scale factor
                  .1                   1                                        
                 .25                   1                                        
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/22
Temperature scale function
#                  X                   Y
                   0                 1.0                                                            
                1000                 1.0                                                         
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#enddata
/END
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|

Example (Solid)

In this example triaxiality and Lode angle are considered.
#RADIOSS STARTER
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/UNIT/1
unit for mat
#              MUNIT               LUNIT               TUNIT
                  kg                  mm                  ms
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  1. MATERIALS:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/MAT/PLAS_JOHNS/1/1
Steel
#              RHO_I
              7.9E-6                   0
#                  E                  Nu     Iflag
                 210                  .3         0
#                  a                   b                   n           EPS_p_max            SIG_max0
                 .05                 .52                  .1                   0                   0
#                  c           EPS_DOT_0       ICC   Fsmooth               F_cut               Chard
                .022                .001         0         1                   1                   0
#                  m              T_melt              rhoC_p                 T_r
                1.03                1796                3.91                 300
/FAIL/TAB1/1/1
# Ifail_sh  Ifail_so                             P_THICKFAIL          P_THINFAIL              I_Xfem
         1         1                                       1                   0                   0
#              DCRIT                   D                   N                Dadv   fct_IDd
                   1                   1                   1                   0         0
#Table1_ID             Yscale1             Xscale1 Table2_ID             Yscale2             Xscale2
      4711                   1                   1         0                   0                   0
#FCT_ID_EL           FSCALE_EL              EI_REF          INST_START             FAD_EXP    Ch_i_f
        21                   1                   1                   0                   0         0
# FCT_ID_T            FSCALE_T                                              Shrf               Biaxf
        22                   1
#  Fail_Id
         1
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  3. FUNCTIONS:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/TABLE/1/4711
curve_list Failure Function vs. strain rates vs Lode angle
#DIMENSION
         3
#   FCT_ID                   strain_rate          Lode_angle
      3000                          1E-4                  -1                                       0
      3001                          1E-4                   0                                       0
      3002                          1E-4                   1                                       0
      3003                             1                  -1                                       0
      3004                             1                   0                                       0
      3005                             1                   1                                       0
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/3000
fail strain vs triaxiality 
#        triaxiality         fail strain         
#                  X                   Y
                   0                  .5                                                            
                   1                  .5                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/3001
fail strain vs triaxiality
#        triaxiality         fail strain 
#                  X                   Y
                   0                  .5                                                            
                   1                  .5                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/3002
fail strain vs triaxiality
#        triaxiality         fail strain 
#                  X                   Y
                   0                  .5                                                            
                   1                  .5                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/3003
fail strain vs triaxiality
#        triaxiality         fail strain 
#                  X                   Y
                   0                  .5                                                            
                   1                  .5                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/3004
fail strain vs triaxiality
#        triaxiality         fail strain 
#                  X                   Y
                   0                  .5                                                            
                   1                  .5                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/3005
fail strain vs triaxiality
#        triaxiality         fail strain 
#                  X                   Y
                   0                  .5                                                            
                   1                  .5                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/21
Element length regularisation
#                  X                   Y
# relative ele. size        scale factor
                   0                   1                                                            
                  10                   1                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/22
Temperature scale function
#                  X                   Y
                   0                   1                                                            
                1000                   1                                                            
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#enddata
/END
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|

Comments

  1. Using Ixfem=0, failure leads to element or layer deletion. In this case, if Ifail_sh=1, then P_thickfail has to be set to zero for proper working failure criteria.
  2. Using Ixfem=1 (XFEM formulation), failure leads to element crack:

    XFEM formulation is only compatible with Belytchko (Ishell=1 or 2), Ishell=3 or 4 and QEPH (Ishell=24) shell elements.

    Two XFEM options are available: mono-layer and multi-layer. The XFEM option depends on the property type associated to the failure criterion applied to the material identifier:
    1. If /PROP/SHELL (TYPE1) is used, then mono-layer XFEM will be applied.

      In this case, the whole element thickness is considered as a single layer. The failure criterion is calculated in each integration point but only one single crack can appear in this element. This approach is compatible with all shell flag options (Ifail_sh=1, 2 or 3), as well as P_Thickfail values. The crack direction is determined by the principal constraints in the last failed integration point.

    2. If /PROP/SH_SANDW (TYPE11) is used, then multi-layer XFEM will be applied.

      In this case, each integration point over thickness is considered as a distinct layer. The failure criterion is calculated separately, and the crack direction may be different for each layer. Crack direction in each layer will independently propagate from one element to another. Multi-layer XFEM is not compatible with Ifail_sh=1 and P_thickfail>0. Their values will be automatically set to Ifail_sh=2 and P_thickfail=0.

    Warning: Mono-layer and multi-layer XFEM formulations cannot be mixed in the same model, yet. The choice between them must be made for the whole model.
  3. The plastic failure strain is defined as:
    ε f = Y s c a l e 1 T a b l e 1 ( σ * , ε ˙ X s c a l e 1 , ξ ) f a c t o r e l f a c t o r T MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaH1oqzda WgaaWcbaGaamOzaaqabaGccqGH9aqpcaWGzbGaam4CaiaadogacaWG HbGaamiBaiaadwgacaaIXaGaeyyXICTaamivaiaadggacaWGIbGaam iBaiaadwgacaaIXaGaaiikaiabeo8aZnaaCaaaleqabaGaaiOkaaaa kiaacYcadaWcaaqaaiqbew7aLzaacaaabaGaamiwaiaadohacaWGJb GaamyyaiaadYgacaWGLbGaaGymaaaacaGGSaGaeqOVdGNaaiykaiab gwSixlaadAgacaWGHbGaam4yaiaadshacaWGVbGaamOCamaaBaaale aacaWGLbGaamiBaaqabaGccqGHflY1caWGMbGaamyyaiaadogacaWG 0bGaam4BaiaadkhadaWgaaWcbaGaamivaaqabaaaaa@69ED@
    Where,
    f ( σ * , ε ˙ , ξ ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGMbGaai ikaiabeo8aZnaaCaaaleqabaGaaiOkaaaakiaacYcacuaH1oqzgaGa aiaacYcacqaH+oaEcaGGPaaaaa@401D@
    Described in table1_ID and is calculated by interpolating between the failure strain versus stress triaxiality functions for strain rate ε ˙ and Lode angle ξ .
    σ * = σ m σ V M MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaHdpWCda ahaaWcbeqaaiaacQcaaaGccaqG9aWaaSaaaeaacqaHdpWCdaWgaaWc baGaamyBaaqabaaakeaacqaHdpWCdaWgaaWcbaGaamOvaiaad2eaae qaaaaaaaa@405D@
    Stress triaxiality
    σ m MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaHdpWCda WgaaWcbaGaamyBaaqabaaaaa@393F@
    Hydrostatic stress
    σ V M MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaHdpWCda WgaaWcbaGaamOvaiaad2eaaeqaaaaa@39FA@
    von Mises stress

    The first function from table1_ID is used for strain rate values from 0 to its corresponding strain rate. For strain rates above the last defined function, the failure strain value is extrapolated using the last two curves and their corresponding strain rates.

    It is possible to consider element size in material failure by function fct_IDel to scale the failure strain depending on the normalized element size with Ch_i_f=1 or 3.

    f a c t o r e l = F s c a l e e l f e l ( S i z e e l E l _ r e f ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGMbGaam yyaiaadogacaWG0bGaam4BaiaadkhadaWgaaWcbaGaamyzaiaadYga aeqaaOGaeyypa0JaamOraiaadohacaWGJbGaamyyaiaadYgacaWGLb WaaSbaaSqaaiaadwgacaWGSbaabeaakiabgwSixlGacAgadaWgaaWc baGaamyzaiaadYgaaeqaaOWaaeWaaeaadaWcaaqaaiaadofacaWGPb GaamOEaiaadwgadaWgaaWcbaGaamyzaiaadYgaaeqaaaGcbaGaamyr aiaadYgacaGGFbGaamOCaiaadwgacaWGMbaaaaGaayjkaiaawMcaaa aa@5899@

    Where, f e l ( S i z e e l E l _ r e f ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaaciGGMbWaaS baaSqaaiaadwgacaWGSbaabeaakmaabmaabaWaaSaaaeaacaWGtbGa amyAaiaadQhacaWGLbWaaSbaaSqaaiaadwgacaWGSbaabeaaaOqaai aadweacaWGSbGaai4xaiaadkhacaWGLbGaamOzaaaaaiaawIcacaGL Paaaaaa@461E@ is the function of fct_IDel.

    Element size scale factor is only applied between triaxiality limits defined by Shrf and Biaxf.

    S h r f < σ * < B i a x f MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGtbGaam iAaiaadkhacaWGMbGaeyipaWJaeq4Wdm3aaWbaaSqabeaacaGGQaaa aOGaeyipaWJaamOqaiaadMgacaWGHbGaamiEaiaadAgaaaa@4338@

    Outside this triaxiality range, the element size scaling is not applied to failure or instability curves.
    Note: If non-local regularization is used (with /NONLOCAL/MAT), the element size scaling factor is not used. If a scaling function is still defined (fct_IDel > 0), the parameters are scaled using LE_MAX parameter of the non-local card (either specified directly by you or computed from the Rlen parameter value).

    Temperature dependency can be considered in material failure by defining a function to scale the failure strain depending on the normalized temperature:

    f a c t o r T = F s c a l e T f T ( T * ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGMbGaam yyaiaadogacaWG0bGaam4BaiaadkhadaWgaaWcbaGaamivaaqabaGc cqGH9aqpcaWGgbGaam4CaiaadogacaWGHbGaamiBaiaadwgadaWgaa WcbaGaamivaaqabaGccqGHflY1ciGGMbWaaSbaaSqaaiaadsfaaeqa aOWaaeWaaeaacaWGubWaaWbaaSqabeaacaGGQaaaaaGccaGLOaGaay zkaaaaaa@4C17@

    Here, f T ( T * ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaaciGGMbWaaS baaSqaaiaadsfaaeqaaOWaaeWaaeaacaWGubWaaWbaaSqabeaacaGG QaaaaaGccaGLOaGaayzkaaaaaa@3BA0@ is defined using fct_IDT and Temperature T * MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGubWaaW baaSqabeaacaGGQaaaaaaa@3812@ is computed as:

    T = T T i n i T m e l t T i n i MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGubWaaW baaSqabeaacqGHxiIkaaGccqGH9aqpdaWcaaqaaiaadsfacqGHsisl caWGubWaaSbaaSqaaiaadMgacaWGUbGaamyAaaqabaaakeaacaWGub WaaSbaaSqaaiaad2gacaWGLbGaamiBaiaadshaaeqaaOGaeyOeI0Ia amivamaaBaaaleaacaWGPbGaamOBaiaadMgaaeqaaaaaaaa@48AD@

    It is recommended to use /HEAT/MAT to define the thermal parameter for material laws (which support thermo-plasticity).

  4. Two different failures (rupture or crack) are introduced in this failure model. The failure criteria is calculated as:
    Element rupture (Ixfem=0):
    • Element rupture (deleted), if
      Δ D > D crit

      Where, D c r i t MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ is the only rupture criterion used when Ixfem=0.

    Element crack (Ixfem=1):
    • Element cracked, if:
      Δ D > D crit

      in case no failed neighbors for this element. D c r i t MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ is used for new crack initialization.

      Δ D > D adv

      in case there is failed neighbors for this element, D a d v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ is used for crack advancement.

      Element is deleted, if a second crack arrives to the same element.

    Note: D a d v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ should always be less than D c r i t MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ ( D a d v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ < D c r i t MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ ). If not, then D a d v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ is set to D c r i t MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ crit ( D a d v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ = D c r i t MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadogacaWGYbGaamyAaiaadshaaeqaaaaa@3B19@ ).
  5. Damage accumulation is computed in Radioss one of two different ways:
    • With parameter input, if fct_IDd = 0:
      Δ D = Δ ε p ε f n D p ( 1 1 n ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqqHuoarca WGebGaeyypa0ZaaSaaaeaacqqHuoarcqaH1oqzdaWgaaWcbaGaamiC aaqabaaakeaacqaH1oqzdaWgaaWcbaGaamOzaaqabaaaaOGaeyyXIC TaamOBaiabgwSixlaadseadaWgaaWcbaGaamiCaaqabaGcdaahaaWc beqaamaabmaabaGaaGymaiabgkHiTmaalaaabaGaaGymaaqaaiaad6 gaaaaacaGLOaGaayzkaaaaaaaa@4D3A@
      Where,
      Δ ε p MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaqGuoGaeq yTdu2aaSbaaSqaaiaadchaaeqaaaaa@3A40@
      Change in plastic strain of the integration point.
      ε f MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaH1oqzda WgaaWcbaGaamOzaaqabaaaaa@391C@
      Plastic failure strain.
      Dp and n
      Damage parameters.
    • With curve input, if fct_IDd0:
      Δ D = Δ ε p ε f f d MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqqHuoarca WGebGaeyypa0ZaaSaaaeaacqqHuoarcqaH1oqzdaWgaaWcbaGaamiC aaqabaaakeaacqaH1oqzdaWgaaWcbaGaamOzaaqabaaaaOGaeyyXIC TaciOzamaaBaaaleaacaWGKbaabeaaaaa@44EE@

      Where, f d MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaaciGGMbWaaS baaSqaaiaadsgaaeqaaaaa@385F@ is the damage scale factor as a function of current damage defined in fct_IDd.

  6. P_thickfail is only compatible with shell elements (except, shells with /PROP/TYPE11 (SH_SANDW)) and is only used when Ifail_sh=2 or Ifail_sh=3. If Ixfem=1, P_thickfail is only compatible with mono-layer XFEM formulation. 1
  7. When P_thickfail is used, the shell complete rupture occurs when the thickness of broken layers is greater than the ratio of shell total thickness. Any P_thickfail value defined in the shell properties is ignored and the value entered in this failure model is used instead.

    Only adjacent layers that fail consecutively are accounted for the thickness sum (usually from one of external skin to the mid-surface).

  8. The first variable of table1_ID is the plastic failure strain versus stress triaxiality function, the second variable is strain rate and the third is the Lode angle parameter ξ (for solids).

    For shell, only 2D tables are available (no dependency of Lode angle).

  9. Instability (diffuse necking):
    • Only available for shells
    • The fading exponent describes the softening behavior and starts of instability (diffuse necking). The recommended value of Fad_exp is 5 to 10.

      If Fad_exp < 0 and Ch_i_f=2 or 3, then the absolute value of the fading exponent is a function identifier fct_IDel which defines the fading exponent as a function of element length.

    • The start of instability can be described as a function or constant value:
      • table2_ID is a function of instability strain versus triaxiality where the instability strain defines when diffuse necking starts. Strain rate dependency for diffuse necking could be considered as well using dimension=2 in /TABLE.
        ε f =Yscale2Table2( σ * , ε ˙ Xscale2 )facto r el facto r T MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaH1oqzda WgaaWcbaGaamOzaaqabaGccqGH9aqpcaWGzbGaam4CaiaadogacaWG HbGaamiBaiaadwgacaaIYaGaeyyXICTaamivaiaadggacaWGIbGaam iBaiaadwgacaaIYaGaaiikaiabeo8aZnaaCaaaleqabaGaaiOkaaaa kiaacYcadaWcaaqaaiqbew7aLzaacaaabaGaamiwaiaadohacaWGJb GaamyyaiaadYgacaWGLbGaaGOmaaaacaGGPaGaeyyXICTaamOzaiaa dggacaWGJbGaamiDaiaad+gacaWGYbWaaSbaaSqaaiaadwgacaWGSb aabeaakiabgwSixlaadAgacaWGHbGaam4yaiaadshacaWGVbGaamOC amaaBaaaleaacaWGubaabeaaaaa@677D@
      • If table2_ID is not defined, inst_start is used as constant flat line for instability starting value over the triaxiality, where the default value is Dp.
        Figure 1.


    • The diffuse necking softening is based according to this equation:
      σ r e d u c e d = σ ( 1 ( D i n s t a b i l i t y i n s t _ s t a r t 1 i n s t _ s t a r t ) F a d _ exp ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaHdpWCda WgaaWcbaGaamOCaiaadwgacaWGKbGaamyDaiaadogacaWGLbGaamiz aaqabaGccqGH9aqpcqaHdpWCcqGHflY1daqadaqaaiaaigdacqGHsi sldaqadaqaamaalaaabaGaamiramaaBaaaleaacaWGPbGaamOBaiaa dohacaWG0bGaamyyaiaadkgacaWGPbGaamiBaiaadMgacaWG0bGaam yEaaqabaGccqGHsislcaWGPbGaamOBaiaadohacaWG0bGaai4xaiaa dohacaWG0bGaamyyaiaadkhacaWG0baabaGaaGymaiabgkHiTiaadM gacaWGUbGaam4CaiaadshacaGGFbGaam4CaiaadshacaWGHbGaamOC aiaadshaaaaacaGLOaGaayzkaaWaaWbaaSqabeaacaWGgbGaamyyai aadsgacaGGFbGaciyzaiaacIhacaGGWbaaaaGccaGLOaGaayzkaaaa aa@7031@

      Where, D i n s t a b i l i t y = Δ ε p ε f MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebWaaS baaSqaaiaadMgacaWGUbGaam4CaiaadshacaWGHbGaamOyaiaadMga caWGSbGaamyAaiaadshacaWG5baabeaakiabg2da9maaqaeabaWaaS aaaeaacqqHuoarcqaH1oqzdaWgaaWcbaGaamiCaaqabaaakeaacqaH 1oqzdaWgaaWcbaGaamOzaaqabaaaaaqabeqaniabggHiLdaaaa@4BD6@ with ε f MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbbG8FasPYRqj0=yi0dXdbba9pGe9xq=JbbG8A8frFve9 Fve9Ff0dmeaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaH1oqzda WgaaWcbaGaamOzaaqabaaaaa@391D@ being the diffuse necking strain.

      Currently, diffuse necking (material instability) in /FAIL/TAB1 could be used with material laws greater than 28.

  10. The fail_ID is used with /STATE/BRICK/FAIL and /INIBRI/FAIL. There is no default value. If the line is blank, no value will be output for failure model variables in the /INIBRI/FAIL (written in the .sta file with /STATE/BRICK/FAIL option).