Stresses between Adherends with Different Curvatures
Source abstract
Abstract
Abstract Closed form solutions are derived to predict the peel stresses developed between adherends which form a parallel bond but would have slightly different curvatures in their unbonded, stress-free states. The solutions are based on beam on elastic foundation analysis and may be applicable to a variety of geometries. Failure analysis based on a maximum stress criterion as well as a fracture mechanics approach are also provided. The possibility of using the analysis as the basis for a fracture test is also discussed.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Fatigue and fracture mechanics
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References (5)
Show source-provided references
1. 10.1007/978-1-4613-3658-7_410.1007/978-1-4613-3658-7_4 ↗
2. Dillard D. A. · Journal of Applied Mechanics
3. Hetényi M. · 1946
4. Seely F. B. · 1952
5. Anderson G. P. · 1977