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30. 31. 32. 33. 34. Fundamentals of stress transfer in bonded systems 35. A. , Two- and three-dimensional geometrical nonlinear finite elements for analysis of adhesive joints. Znf. J. Adhes. , 21, 17-34 (2001). 36. Timoshenko, S. , Theory of Plates and Shells. McGraw-Hill, New York, NY,1959. 37. , Die Nietkraft Verteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. Luftahrgorschung, 15,41-47 (1938). 38. ASTM D1002, Standard test method for apparent shear strength of single-lap-joint adhesively bonded metal specimens by tension loading (metal-to-metal).

51. Goland, M. , The stresses in cemented joints. J. Appl. , 77, A17-A27 (1944). 52. , Beam on Elastic Foundation, 9th ed. University of Michigan Press, Ann Arbor, MI, 1971. 53. , Stresses between adherends with different curvatures. J. , 26, 59-69 (1988). 54. , Stresses in adhesive joints due to moisture and temperature. J. Compos. Matex, 11,378-394 (1977). 55. L. and Reissner, E,, Stress distribution and design data for adhesive lap joints between circular tubes. J. Appl. , 78, 1213-1221 (1956).

Although both the strength and fracture approaches have strong proponents and detractors, both approaches can prove useful in the design of engineering structures and components, including adhesively bonded joints. Rather than viewing them as contradictory approaches, they should instead be seen as complementary approaches, the former ensuring that a design is strong enough to withstand the design loads, and the latter ensuring that if a debond is present, it will not propagate to a point where catastrophic failure can occur.

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Adhesion science and engineering by Pocius A.V., Dillard D.A.

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