This criterion is used to calculate honeycomb core margin of safety according to the so-called “Airbus” core failure criterion than combines the two components of out-of-plane stress tensor. The margin of safety is calculated according to the following expression:
in which and are the honeycomb longitudinal and transversal shear components of Cauchy stress tensor and and the corresponding allowables. Actually, one calculates a strength ratio instead of a margin of safety. The relation between strength ratio, reserve factor and margin of safety is as follows:
This leads to the following expression for the strength ratio:
(The display of strength ratios instead of margins of safety allows usually a better identification of critical areas. This is true,for example, when results are saved in GMSH format.)
The arguments of the criterion are given in Table X.D.3. Compared to the “HoneycombAirbusMoS” discussed in section X.D.1.1, two new parameters are defined: “strL” and “strW” String arguments. These arguments, allow to specify the Cauchy Stress Tensor components that should be considered for and respectively. Possible values are “XZ”, “ZX”, “YZ”, “ZY”, “XY” and “YX”. (This capability has been added to allow the post-processing of stress when the usual convention for honeycomb core material definition have not been followed.
The method returns an Array of 8 elements according to Table X.D.4:
Pos. | Name | Type | meaning | can be modified? |
1 | dB | DataBase | DataBase (or derived) | NO |
2 | fos | Real | factor of safety | NO |
3 | allL | Real | shear allowable in L-direction | NO |
4 | allW | Real | shear allowable in L-direction | NO |
5 | strL | String | shear allowable in L-direction | NO |
6 | strW | String | shear allowable in L-direction | NO |
7 | stressRes | Result | Cauchy Stress Tensor | NO |
Pos. | Name | Type | meaning |
1 | ElemId | Integer | Critical Element ID |
2 | NodeId | Integer | Critical Node ID |
3 | LayerId | Integer | Critical Layer ID |
4 | SubLayerId | Integer | Critical Sub-Layer ID |
5 | sigLmax | Real | L OOP shear component of stress tensor at critical location |
6 | sigWmax | Real | W OOP shear component of stress tensor at critical location |
7 | srMax | Real | Critical strength ratio |
8 | srRes | Result | All the strength ratios that have been calculated |