From: Parametric study on dynamic responses of stiffened sandwich composite bridge deck panel
Case explanation | Name of case | Mass (kg) |
---|---|---|
Composite sandwich without stiffeners | CSWS | 0.87 |
Composite sandwich with one transverse stiffener | CS1TS | 1.00 |
Composite sandwich with two transverse stiffeners | CS2TS | 1.12 |
Composite sandwich with three transverse stiffeners | CS3TS | 1.25 |
Composite sandwich with one longitudinal stiffener | CS1LS | 1.05 |
Composite sandwich with two longitudinal stiffeners | CS2LS | 1.22 |
Composite sandwich with three longitudinal stiffeners | CS3LS | 1.40 |
Composite sandwich plate with one inclined stiffener | CS1IS | 1.07 |
Composite sandwich with two inclined stiffeners | CS2IS | 0.89 |
Composite sandwich with three inclined stiffeners | CS3IS | 1.09 |