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Fracture Analysis of Shear Deformable Bi-Material Interface
Authors:Jialai Wang  Pizhong Qiao
Affiliation:1Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58105-5285; formerly Research Scientist, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905.
2Associate Professor, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905. E-mail: qiao@uakron.edu
Abstract:Based on a novel split bi-layer shear deformable beam model capable of capturing the local deformation at the crack tip, the explicit closed-form solutions of bi-material interface fracture are presented in this paper. A recently developed novel shear deformable bi-layer beam theory is briefly reviewed, from which the deformation at the crack tip is explicitly derived. A new expression for the energy release rate is then obtained using the J integral, in which several new terms associated with the transverse shear force are present; this represents an improved solution compared to the one from the classical beam model. By exploiting the two concentrated crack tip forces, the general loadings acting at the crack tip are decomposed into two groups which produce only the mode I and mode II energy release rates, respectively; the total energy release rate is thus decomposed into the mode I and II components in a global sense. The stress intensity factor referred to as local decomposition is also obtained including the transverse shear effect. The difference between the global and local mode decompositions is clarified, and a simple relationship between them is provided. The effect of the existence of a thin layer of adhesive on the stress intensity factor is further studied by an asymptotic analysis. A simple and improved expression for the T stress, the nonsingular term of stress at the crack tip, is also given. The fracture parameters of several commonly used interface fracture specimens are summarized. The present fracture analysis including the transverse shear effect is in better agreement with finite element analyses and shows advantages and improved accuracy over the available classical solutions.
Keywords:Fractures  Shear deformation  Beams  Cracking  Interfaces  
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