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The Probabilized Stress Number of cycles (P-S N) curves have been determined for each laminate tyP-S N
The analysis was performed by obtaining the characteristic Lamb waves' phase velocity dispersion and slowness curves for each laminate type.
For each laminate, results show an invariant delamination threshold contact force, suggesting that the delamination initiation is not affected by the torsional preload.
The second-level problem focuses on the laminate mesoscopic scale and aims at finding at least one stacking sequence (for each laminate composing the panel) meeting the geometrical and mechanical parameters provided by the first-level problem.
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Three panels, one for each type of laminate, are built from thermoset prepreg material using automated fibre placement.
A linear buckling analysis was performed to calculate the pre-buckling strength and the critical buckling load for each tested composite laminate.
The damping parameters for each type of laminate analyzed, although initially determined empirically, are found to have a unique relationship to the energy dissipated at the time of maximum contact force.
In fatigue tests, eight stress levels were chosen for each configuration of laminates, including four lower stress levels below the stress level corresponding to the first transverse crack initiation.
For each group the bottom laminate of the beams was reinforced with slack basalt fibres, slack glass fibres, pre-stressed basalt fibres or with no reinforcement for comparison.
The second one was produced by replacing two external flax layers with two layers of basalt mat, for each side of the laminate.
The second one, named Flax Basalt, was produced by replacing two external flax layers with two layers of basalt mat for each side of the laminate.
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