### 4.3.4. ACP-Post: Analysis Impact of Variable Data

Stress and strain limits can be defined in Engineering Data as a function of field variables. These dependencies are fully reflected in ACP-Post when evaluating respective failure criteria.

The following figure shows inverse reserve factor plots of combined Maximum Stess, Hashin, Face Sheet Wrinkling, and Core Failure failure criteria. The structure is viewed from the bottom. On the left is the result with constant material properties, and on the right the impact of Temperature, Shear Angle, and Incomplete Curing is shown. The color bar ranges are the same. The maximum IRF is about 18% higher on the right.

Figure : Inverse Reserve Factor

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