/FAIL/CONNECT - Failure According (Normal and Tangential) Elongation Criteria and/or Energy Criteria
Description
Describes the failure model for CONNECTION material with elongation criteria and/or energy criteria.
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/FAIL/CONNECT/mat_ID/unit_ID |
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expN |
R_fct_IDN |
Ifail |
Ifail_so |
ISYM |
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expT |
R_fct_IDT |
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EImax |
ENmax |
ETmax |
Nn |
Nt |
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Tmax |
Nsoft |
AREAscale |
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fail_ID |
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#RADIOSS STARTER /UNIT/1 unit for mat Mg mm s #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| #- 2. MATERIALS: #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /MAT/LAW59/1/1 spotweld # RHO_I 7.9E-9 # E G Imass 21000 21000 0 # NB_fct Fsmooth Fcut 1 1 0 # YFct_IDN YFct_IDT SR_ref Fscale_yld 1 2 0 0 /FAIL/CONNECT/1 # EPS_MAX_N EXP_N ALPHA_N R_fct_IDN Ifail Ifail_so ISYM 1 0 0 0 0 1 0 # EPS_MAX_T EXP_T ALPHA_T R_fct_IDT 1.8 0 0 0 # EIMAX ENMAX ETMAX Nn Nt 0 0 0 0 0 # Tmax Nsoft 0 0 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| #- 3. FUNCTIONS: #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /FUNCT/1 New_function # X Y 0 250 1 350 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /FUNCT/2 New_function # X Y 0 350 1 350 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| #ENDDATA /END #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| |
Ifail coupled or uncoupled failure formulation for are exclusive with each other. Elongation and energy criteria can be used simultaneously. Both energy criteria can be used simultaneously (based on EImax and energy in both directions separately).
En and Et being the energy in the normal and the tangential direction, respectively. A damage variable is defined, as follows: Dmax = max(D1,D2 ) The element is deleted (or stress in local integration point is set to zero), if: Dmax > Tmax (if Tmax is equal to default value, failure is immediate). Otherwise, when Tmax > Dmax > 0, softening is applied as follows (for all directions): The energy failure parameter will be activated as of input version 120 in /BEGIN.
/ANIM/BRICK/USR1 - where, EI is the inter energy. /ANIM/BRICK/USR2 /ANIM/BRICK/USR3 /ANIM/BRICK/USR4 /ANIM/BRICK/USR5 /ANIM/BRICK/USR6
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