Block Format Keyword
/MAT/LAW60 - Elastic Plastic Piecewise Nonlinear Material
Description
This law models an isotropic elasto-plastic material using user-defined functions for the work-hardening portion of the stress-strain curve (i.e. plastic strain vs. stress) for different strain rates. It is similar to Law 36, except yield stress is a nonlinear interpolation from the functions.
Format
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/MAT/LAW60/mat_ID/unit_ID or /MAT/PLAS_T3/mat_ID/unit_ID |
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mat_title |
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E |
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Nfunct |
Fsmooth |
Chard |
Fcut |
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fct_IDp |
Fscale |
fct_IDE |
Einf |
CE |
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fct_ID1 |
fct_ID2 |
fct_ID3 |
fct_ID4 |
fct_ID5 |
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Read only if 6 < Nfunct < 10
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fct_ID6 |
fct_ID7 |
fct_ID8 |
fct_ID9 |
fct_ID10 |
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Always Read
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Fscale1 |
Fscale2 |
Fscale3 |
Fscale4 |
Fscale5 |
Read only if 6 < Nfunct < 10
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Fscale6 |
Fscale7 |
Fscale8 |
Fscale9 |
Fscale10 |
Always Read
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Read only if 6 < Nfunct < 10
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Example (Aluminum) |
#RADIOSS STARTER #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /UNIT/1 unit for mat g mm ms #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| #- 2. MATERIALS: #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /MAT/LAW60/1/1 Aluminum_example # RHO_I .0027 # E NU Eps_p_max Eps_t Eps_m 60400 .33 0 0 0 # N_funct F_smooth C_hard F_cut Eps_f 4 0 0 0 0 # fct_IDp Fscale fct_IDE EInf CE 0 0 0 0 0 # Funtions 1 2 3 4 # Scale factors Fscale_5 1 1.2 1.4 1.6 # Strain rates Eps_dot_5 0 20 30 40 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| #- 3. FUNCTIONS: #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /FUNCT/1 function_36 # X Y 0 90 2.5E-4 100 .001 104 .009 121 .017 136 .021 143 .036 156 .045 162 .055 165 .072 170 .075 170 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /FUNCT/2 function_36 # X Y 0 90 2.5E-4 100 .001 104 .009 121 .017 136 .021 143 .036 156 .045 162 .055 165 .072 170 .075 170 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /FUNCT/3 function_36 # X Y 0 90 2.5E-4 100 .001 104 .009 121 .017 136 .021 143 .036 156 .045 162 .055 165 .072 170 .075 170 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| /FUNCT/4 function_36 # X Y 0 90 2.5E-4 100 .001 104 .009 121 .017 136 .021 143 .036 156 .045 162 .055 165 .072 170 .075 170 #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| #ENDDATA #---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| |
See Also:
Law Compatibility with Failure Model