Abstract
In this paper, a recently suggested method for fracture load prediction of adhesive joints is demonstrated to compare well with experimental data for aluminium joints bonded with a rubber-toughened structural epoxy (Permabond ESP 310). The method is also used to investigate the effect of varying geometric parameters such as adherend lengths and thicknesses on the strength of adhesive joints such as the single lap shear, cracked lap shear and double strap joints.
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