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Modeling end notched flexure tests to establish cohesive element Mode II fracture parameters
Authors:Chien-Chung Chen  Daniel G Linzell
Affiliation:a Department of Civil and Environmental Engineering, The Pennsylvania State University, State College, PA 16802, USA
b Protective Technology Center, The Pennsylvania State University, State College, PA 16802, USA
Abstract:The objective of this work was to establish Mode II fracture parameters for cohesive elements that can be further utilized to evaluate Mode II interfacial fracture strength of polyurea/AISI 4340 steel composite structures. To obtain the fracture parameters, end notched flexure (ENF) tests were conducted to validate proposed finite element models. The fracture behavior observed from the tests was highly nonlinear and large plastic deformations were involved during crack formation and propagation. A strain incompatibility model was introduced to describe the nonlinearity prior to fracture. This nonlinear and plastic behavior made Linear Elastic Fracture Mechanics (LEFM) approaches not applicable to approximate the fracture parameters. As a result of these experimental observations, finite element analyses of the ENF tests were performed to develop the necessary fracture parameters for cohesive elements selected to replicate the failure modes. Good agreement between the selected numerical models and experimental data was observed.
Keywords:Mode II  Fracture  Polyurea  Steel  Finite element  Cohesive element
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