| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5014687 | International Journal of Adhesion and Adhesives | 2017 | 12 Pages |
Abstract
Outside the bond, Timoshenko-style beam-column expressions are used to derive a simplified joint-edge moment factor. While similar in spirit to the edge-moment determination of Goland and Reissner for infinite-length pinned adherends, treating the bond region as a rigid block leads to simpler nonlinear expressions, and captures the moment-reducing benefits of shorter (finite-length) adherends and fixed-slope end conditions. Joint rotation effects become dominant when TL2>EÌ
I (L is adherend free length, T is tensile load), then joint rotation magnitude depends on TD2/EÌ
I (D is lap length).
Keywords
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Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
H. Abdi, J. Papadopoulos, H. Nayeb-Hashemi, A. Vaziri,