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Scarf joints present an almost homogeneous stress distribution (HSD), while single-lap joints and thick adherend shear test joints have a very inhomogeneous stress distribution (ISD).
The experimental results indicated that the structural responses of the test joints under seismic actions coincided with the desired performances analyzed for varying damage levels.
The effectiveness of the strengthening in the improvement of fatigue strength has been examined experimentally on the test joints through varying the number and the layout of the CFRP laminates.
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The exact testing procedure was described by Maitland [15] to test joint dysfunction and by Watson & Drummond to examine headache patients with a sustained pressure technique [13].
Case control and case-only designs are available, in addition to statistics to test joint and interaction effects.
Bonding strengths of the tested joints were lower than the metal-to-metal bonded joint strength.
The performance-based engineering (PBE) concept was introduced to assess the robustness of the tested joints.
Failure modes were determined both by numerical models and tested joints.
Additionally, the strength of the tested joints is predicted with great accuracy.
Failure patterns, joints' strength, and strain and LSS (lap-shear stress) distributions for the tested joints are extracted.
Failure patterns, joint strength, and strain and LSS (lap-shear stress) distributions for the tested joints are obtained.
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CEO of Professional Science Editing for Scientists @ prosciediting.com