The core principle is that mechanical fatigue and environmental degradation (such as moisture ingress) in flexible composite structures can be mitigated through structural reinforcement using high-tensile adhesive bonding and localized rigid stiffening elements. This method relies on the theoretical mechanisms of stress redistribution at critical fracture points, specifically utilizing a dual-layer approach where cross-hatched adhesive tape distributes shear loads while an embedded metallic or polymer strip eliminates flexural strain concentration around perforations to prevent catastrophic failure modes like snapping or ripping under dynamic load conditions.
The core principle is that mechanical fatigue and environmental degradation (such as moisture ingress) in flexible composite structures can be mitigated through structural reinforcement using high-te…