A non-linear hyperelastic foundation beam theory model for double cantilever beam tests with thick flexible adhesive

作者：Cabello M^*; Zurbitu J; Renart J; Turon A; Martinez F

来源：International Journal of Solids and Structures, 2016, 80: 19-27.

DOI：10.1016/j.ijsolstr.2015.10.017

• DCB
• Flexible adhesives
• Beam on elastic foundation
• Hyperelasticity
• Analytical model

Flexible adhesive joints, with adhesives of very low elastic modulus and very large failure deformation, are of special interest in industrial applications. Nevertheless, there is a lack of effective models for predicting their behaviour for structural applications. Existing methods developed for stiff compressible adhesives are not able to accurately capture the nonlinearities present on a thick flexible bondline. This paper presents a new analytical model for the simulation of a flexible adhesive bonded joint in a double cantilever beam (DCB) setup. Using the concepts of elastic foundation beam theory and developing them for a more general non-linear hyperelastic foundation case, a semi-analytical model is proposed. The effectiveness of the model, with respect to other approaches shown in the literature, is compared against experimental results for Krafft's flexible adhesive SILKRON POLYMER H-100. The hyperelastic foundation model accurately predicts the load-displacement response of the adhesive.

• 出版日期2016-2