Analytical solutions for cohesive zone models
By James G. Williams, H. Hadavinia. 2002
240 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/9e15f76f201c604f4bf7c274ae90047b5a7f7c9b
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Mechanics of Materials
- B. Blackman
- A. Kinloch
- James G. Williams
- José Reinoso
- Marco Paggi
- M. D. De Moura
- R. Campilho
- J. Gonçalves
Citations in the corpus
- The effects of shear on delamination in layered materials (2004, unknown): “5 Elastic-foundation models An excellent solution for the energy-release rate of a double-cantilever beam can be found using elastic-foundation models (Kanninen, 1973, 1974; Williams, 1989, 1995; Williams and Hadavinia, 2002).”
- The use of a cohesive zone model to study the fracture of fibre composites and adhesively-bonded joints (2003, background): “The value of A and value of the maximum stress, O'max, which results from this linearelastic stiffness approach are largely independent of the form of any assumed traction versus separation curve and are related via ( Williams and Hadavinia, 2002 ):”
- Revisiting the problem of a crack impinging on an interface: A modeling framework for the interaction between the phase field approach for brittle fracture and the interface cohesive zone model (2017, background): “The stiffness kn is usually proportional to the ratio between the Young module of the adhesive and its thickness, see [80].”