/PROP/TYPE10 (SH_COMP)

Format

Definitions

Example

Figure 1. 6 Layers with Different Material Direction (Fiber Direction)

#RADIOSS STARTER
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  1. LOCAL_UNIT_SYSTEM:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/UNIT/2
unit for prop
#              MUNIT               LUNIT               TUNIT
                  kg                  mm                  ms
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  2. GEOMETRICAL SETS:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/PROP/SH_COMP/2/2
SH_COMP example
#   Ishell    Ismstr     Ish3n    Idrill
        12         0         0         0
#                 hm                  hf                  hr                  dm                  dn
                   0                   0                   0                  .1                  .1
#        N   Istrain               Thick              Ashear              Ithick     Iplas
         6         0                 1.8                   0                   1         1
#                 Vx                  Vy                  Vz
                   1                   0                   1
#              Phi_1               Phi_2               Phi_3               Phi_4               Phi_5
                 -60                 -30                   0                  30                  60
                  90
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#enddata
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|

Comments

1. I_shell, I_sh3n – 4-node and 3-node shell formulation flag
   • I_shell =1,2,3,4 (Q4): original 4 node Radioss shell with hourglass perturbation stabilization.
   • I_shell = 24 (QEPH): formulation with hourglass physical stabilization for general use.
   • I_shell =12 (QBAT): modified BATOZ Q4γ24 shell with four Gauss integration points and reduced integration for in-plane shear. No hourglass control is needed for this shell.
   • I_sh3n =30 (DKT18): BATOZ DKT18 thin shell with three Hammer integration points.
   • Flag I_shell =2 is incompatible with one integration point for shell element.
2. I_smstr - Small strain formulation
   • Small strain formulation is activated from time t= 0, if I_smstr = 1 or 3. It may be used for a faster preliminary analysis, but the accuracy of the results is not ensured. Any shell for which $\text{Δ}\text{t<}\text{Δ}{\text{t}}_{\text{min}}$ can be switched to a small strain formulation by Radioss Engine option /DT/SHELL/CST, except if I_smstr = 4.
   • If I_smstr = 1 or 3, the strains and stresses which are given in material laws are engineering strains and stresses; otherwise they are true strains and stresses.
3. h_m, h_f, and h_r - Hourglass coefficients
   • h_m, h_f, and h_r are only used for Q4 shells (I_shell =1,2,3,4). They must have a value between 0 and 0.05.
   • For I_shell =3, default values of h_m and h_r are 0.1 with larger values possible.
4. d_n - Shell numerical damping coefficient
   • d_n is only used for I_shell =12, 24 and I_sh3n = 30:
     • for I_shell =24 (QEPH) d_n is used for hourglass stress calculation.
     • for I_shell =12 (QBAT) d_n is used for all stress terms, except transvers shear
     • for I_sh3n =30 (DKT18) d_n is only used for membrane
5. I_thick - Shell resultant stresses calculation flag
   • Flag I_thick is automatically set to 1 for /MAT/LAW32 (HILL).
   • If I_thick =1, the small strain option is automatically deactivated in the corresponding type of element.
6. I_plas - Shell plane stress plasticity flag
   • It is recommended to use I_plas = 1, if I_thick = 1.
   • If I_plas=1, the small strain option is automatically deactivated in the corresponding type of element.
7. I_dril
   • Drilling DOF stiffness is recommended for implicit solutions especially for Riks method and bending dominated problems.
   • I_dril is available for QEPH, QBAT (I_shell =12 and 24), and standard triangle (C0) shell elements (I_sh3n = 1 and 2).
8. Output for post-processing
   • Flag I_strain is automatically set to 1 for Material Law 25.
9. Orthotropy in local coordinate system
   • Orthotropic direction defined with global vector $V$ (components defined in Line 6) and angle ${\varphi }_i$ (angle in degree) for each layer.
   • Projection of vector $V$ on shell element plane becomes the vector $V^{\prime }$ . Then for each layer, the orthotropic direction (direction 1) is vector $V^{\prime }$ turn ${\varphi }_i$ degrees (turns positive direction coding to shell normal $n$ ).

     
     
     Figure 2.

   • In case of reference metrics, the orientation for directions of anisotropy must be defined with the reference geometry, not the initial one.
   • Layers are overlying one by one from bottom to top.

     
     
     Figure 3.

10. P_thick_fail parameter is not compatible with failure defined within the material law itself, such as plastic failure strain in LAW36.
11. Element deletion rules used with /FAIL models:
    • Under-integrated elements (Belytchko, QEPH, DKT18):
      • f more than one failure model is applied to the shell material, or P_thick_fail=0 (blank), the value of P_thick_fail is calculated individually from each failure model settings.
        Example:

        Ifail_sh = 1

        One integration point failure sufficient to delete element.

        ≧P_thick_fail = 1.0 e-6

        Ifail_sh = 2

        All integration points failure is necessary to delete the element.

        ≧ P_thick_fail = 1.0

      • If only one failure model is applied to the material, the P_thickfail value from the property is taken by default and overwrites local I_{fail_sh} settings from the failure model.
    • Fully integrated shells (Batoz, DKT_S3):
      • The rule described for under-integrated shells applies to each Gauss point separately. P_thick_fail ratio is checked for all integration points in thickness for each in-plane Gauss point. The element is deleted only when all Gauss points reach P_thick_fail ratio criteria.