A coupled mix-mode cohesive law based on a cylindrical potential function

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Abstract

A novel mixed-mode cohesive law derived from a potential function is presented. The potential function is formulated using physical parameters that can be extracted from any fracture mechanics test capable of providing R-curves in terms of the J-integral as a function of the normal and tangential end-openings. The proposed cohesive law is able to describe the fracture behaviour of composites with large fracture process zones, including fibre bridging. As such, it is capable of describing both the crack tip, as well as the bridging region. An important aspect of the formulation is that the shape of the mixed-mode cohesive laws are derived and not assumed. The mixed-mode cohesive law was tested using synthetic data emulating mixed-mode fracture mechanics tests. The cohesive tractions extracted from the method exhibited characteristics which were not seeded on the model such as negative normal tractions under pure mode shear loading and non-zero shear loading under pure normal mode loading.
Original languageEnglish
Article number108632
JournalEngineering Fracture Mechanics
Volume271
Number of pages16
ISSN0013-7944
DOIs
Publication statusPublished - 2022

Keywords

  • Mix-mode cohesive laws
  • Cylindrical fracture resistance
  • Large-scale bridging
  • Potential based cohesive law

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