Question:I have a problem using PROP16 for fabric shell. THICK is defined in global thickness as 0.93, then three layers are set each 0.31 mm thickness. What is the meaning of the following error?
ERROR ID : 28 ** ERROR IN LAYERED SHELL SET FOR LAYERED SHELL PID 15 : NUMBER OF LAYERS MUST BE LOWER OR EQUAL TO 1
WARNING ID : 29 ** WARNING WITH COMPOSITE SHELL THICKNESS SHELL THICKNESS DISCREPENCY WITH SUM OF LAYER THICKNESSES IS 67 PERCENT
LAYER 1 ANGLE (DIR 1,PROJ(VECT / SHELL) .= 0.000000000000 ANGLE (DIR 1,DIR 2) . . . . . . .= 90.00000000000 THICKNESS . . . . . . . . . . . .= 0.9300000000000 POSITION. . . . . . . . . . . . .= 0.000000000000 MATERIAL NUMBER . . . . . . . . .= 2
Answer:This error means the number of layers in your model is higher than 1. As mentioned, you defined three layers which is not allowed for /PROP/TYPE16. The following input parameters are available in /PROP/TYPE16: Thick: Shell thickness N: Number of layers, with 1 < N < 100, Default set to 1 (Integer) Ti: Thickness of layer i (currently only one is allowed) Since this property is currently compatible with Elastic Anisotropic Fabric (/MAT/LAW58 - FABR_A), only one layer is allowed. It is recommended: Thick = 1*T1 /PROP/TYPE16 + /MAT/LAW58 will consider only membrane stress, no bending stress, since fabric cannot resist bending. |
/PROP/CONNECT is used only for /MAT/LAW59. This element formulation is based on relative elongation of element in normal and shear direction. This allows avoiding the dependence of element time step from element height. Element height can be even equal to 0. Note that material stiffness is specified in normal and in shear direction. Material has no stiffness in lateral direction. Therefore, it is always advised to couple nodes of LAW59 elements to some Lagrange components either directly or through a tied contact. The parameter Ismstr in /PROP/CONNECT specifies how the nodal forces are calculated from stresses. For Ismstr=4 use the actual middle area of the element and for Ismstr=1 use initial middle area. This is implemented in order to avoid time step drop, when LAW59 element separates from master surface (due to the failure of master surface elements) and it starts to expand laterally. |