Failure Analysis > Stiffened Panels and Beams > Cross-Section Geometry Checks

Geometry Checks

AID Analysis Name
067 Geometry Rule 1, Stiffener Flange Width to Flange Thickness [Ratio Min]
068 Geometry Rule 2, Stiffener Flange Width to Stiffener Height [Ratio Min]
069 Geometry Rule 3, Stiffener Web Thickness to Flange Thickness [Ratio Min]
070 Geometry Rule 4, Stiffener Web Height to Web Thickness [Ratio Max]
071 Geometry Rule 5, Panel Height [Max]
072 Geometry Rule 40, Panel Width to Stiffener Spacing [Min # of stiffeners]
073 Geometry Rule 41, Stiffener to Skin Area [Ratio Min/Max]
074 Geometry Rule 42, Stiffener EI Slenderness [Ratio Min]
216 Geometry Rule 71, Stiffener All Laminates Thickness to Hole Diameter [Ratio Min/Max] (Repair Angle)
217 Geometry Rule 72, Stiffener Web/Repair Thickness to Hole Diameter [Ratio Max] (Repair Angle)
218 Geometry Rule 73, Stiffener Skin/Flange/Repair Thickness to Hole [Ratio Max] (Repair Angle)
219 Geometry Rule 74, Stiffener Height [Min] (Repair Angle)
220 Geometry Rule 75, Stiffener Flange Width [Min] (Repair Angle)

Although not technically considered failure, geometry checks are included to ensure that stiffened panels generated during sizing have dimensions that are reasonable in terms of fabrication, repair, and analysis. The rules are enforced by checking the relative proportions of the stiffener cross-section against user-defined criteria. The criteria are set in the Backdoor Data form. Three categories of geometric cross-section checks are included: geometric fabrication rules, geometric analysis rules, and geometric repair rules.

See the HME document for more information.