General J integral solution for specimens loaded by moments, axial forces and residual stresses – A unifying stiffness formulation. (August 2019)

• Record Type: Journal Article
• Authors: Toftegaard, Helmuth L.; Sørensen, Bent F.
• Is Part Of: Engineering fracture mechanics. Volume 217(2019)
• Publication Date: 2019-08
• Subjects: J-integral -- Delamination -- Mixed mode fracture -- Cohesive zone modelling -- Residual stress -- Laminate; Fracture mechanics -- Periodicals; Rupture, Mécanique de la -- Périodiques; Fracture mechanics; Periodicals; 620.112605
• DOI: 10.1016/j.engfracmech.2019.106500
• Languages: English
• ISSNs: 0013-7944

Abstract

Highlights: J integral solutions for DCB specimen loaded with axial forces, bending moments and residual stresses. The solutions depend only on the extensional and bending stiffness of the beams. The approach unifies three forms of J integral solutions. The 3 forms are based on stiffness, laminate beam theory, and strain and curvature. The solutions are valid for functionally graded materials and layered structures. Abstract: An exact, general solution for the J integral is derived and applied to a cracked double cantilever beam specimen loaded with axial forces in combination with bending moments (including residual stresses). Apart from the loads and the specimen width, the solution depends only on the extensional stiffness and the bending stiffness of the specimen beams. The elastic properties and expansion coefficients may vary continuously in the height direction (functionally graded material) or be piecewise constant within a layered structure. The stiffness formulation unifies analytical fracture mechanics solutions in terms of stiffness referring to the elastic centre, of stiffness per width referring to the mid-height (laminate beam theory), and of deformations (strain and curvature approach). The derived J integral solution is particularly useful for the determination of mixed mode cohesive laws for large-scale crack bridging problems.