By Pocius A.V., Dillard D.A.
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Extra info for Adhesion science and engineering
A. Dillard of the adherends rather than the Young’s modulus appears in the expression for w. Because the shear moduli are smaller than the Young’s moduli, o is larger and the characteristic shear lag distance is shorter, resulting in more prominent peaks in shear stress . For the case of torsion of circular tubes bonded to tubes or shafts, similar relationships are found involving the second polar moments of area of the individual tubes . Extensions to materials reinforced with fibers or even to steel-reinforced concrete are possible.
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).
Although a reasonable assumption in some situations, one should note that because the thickness of the adhesive is often significantly less than the adherends, the total deformation within the adherend can actually be as large or larger than in the adhesive [1 1 313. A second approach is to assume that because the adhesive is so thin, it contributes little to the total deformation. Such assumptions are useful in modeling the common double cantilever beam for fracture studies of adhesives , for example.
Adhesion science and engineering by Pocius A.V., Dillard D.A.