These include thin-walled Z-shape and channel cross-section profiles adopting a 3/2 FML lay-up design, made of 3 aluminium layers.
The interfacial debonding as well as bending and stretching in aluminum layers played the significant roles in dissipating the impact energy in the GLARE 5 FML beams.
Real dimension specimens of 3/2 FML open cross-section profiles subjected to axial compression in laboratory buckling tests have been modelled in finite element method and examined analytically based on Koiter's asymptotic theory.
An analytical model and finite element (FE) model considering slippage effect are established to obtain the cured shape and deformation of cross-ply [Al/0/90/Al] FMLs.
Here, finite element (FE) models were developed to simulate the impact response of the 2/1, 3/2 and 4/3 FMLs, focussing, in particular on the perforation threshold and the associated failure mechanisms.
To evaluate the effect of 0.1%-fluorometholone (FML) on tear inflammatory molecule levels after 22-days treatment in dry eye disease (DED) patients exposed to an adverse controlled environment (ACE), identifying different biomarkers.
The GLARE 3 type FML part was made of an alternate sequence of Al 2024-T3 and even GFR prepreg layers where aluminium was always the outer layer.
The most commonly prescribed topical treatments (defined as responses of use always, frequently or sometimes) for aqueous deficient DED include cyclosporine A (CSA) 0.05%% (71/104, 68 %), fluorometholone (FML) 0.1%% (59/99, 60%%), loteprednol etabonate 0.5%% (50/99, 51%%), and autologous serum eye drops (ASD; 48/97, 49 %) (Table 1).
Lebrun et al. [16] present an expressive requirement formalization language called Data Path Requirement Language (DPRL) that extends the Flow-based Management Language (FML) [17].
The methodological approach proposed here represents an evolution of a previous Fuzzy Multi-Level (FML) model [36, 37], obtained by means of various structural changes which introduce simplification, both formal and methodological.
This paper studied quasi-static and fatigue (R = 0.1; 5 Hz) interlaminar shear behavior of a commercial FML (Glare 1 3/2) employing the short-beam shear (SBS) test in longitudinal and transversal orientations.
