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The proposed identification method can be applied to data obtained through compression or bending experimental tests.
The numerical model is established and validated by three-point bending experimental testing.
For the bending experimental set-up three arms were fully clamped at the end accounting for the adhesion to the substrate, while both fixed and sliding boundary conditions were considered for both compression and tensile tests.
The results of the pure bending experimental investigations show that current international cold-formed steel specifications are conservative, for channel sections with low slenderness values.
Four-point bending experimental fatigue tests are performed, where the evolution of the damage is followed using a real-time detection method.
A mixed mode bending experimental setup was developed for quantifying the subcritical debonding growth behavior for materials interfaces under a full spectrum of loading mode mixity.
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I employed traditional tree winching and three-point bend experimental approaches.
The compressive-bending experimental results are simulated using this evaluation method by means of the maximum bending moment as well as the critical compressive strain.
FEA provided the best comparison with the experimental bending results for 3DESP.
These beams were tested until bending failure and experimental measurements were performed by specific instrumentation.
The numerical model is validated with experimental bending tests on impacted carbon/epoxy specimens.
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