The double torsion loading configuration for fracture propagation: an improved methodology for the load-relaxation at constant displacement
By M. Ciccotti, G. Gonzato, F. Mulargia. 2000
52 citations recorded by the source corpus.
Subfields: Mechanical Engineering, Mechanics of Materials, Metals and Alloys
View Paper: https://www.semanticscholar.org/paper/e8f0aa498bbc2dec5fae0da5c17829638e5b2f68
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Mechanical Engineering
In Mechanics of Materials
- J. Kim
- Carlos Armando Duarte
- J. Pereira
- Dae-Jin Kim
- Xiangmin Jiao
- J. Plews
- Ted Belytschko
- Natarajan Sukumar
Citations in the corpus
- A new generalized finite element method for two‐scale simulations of propagating cohesive fractures in 3‐D (2015, background): “Representative examples include cracks in concretes [1] or rocks [2], shear banding in soils [3, 4] or metals [5] or frictional solids [6], failure mode transition in ductile materials [7, 8], and delamination in composite materials [9], to mention a few for an overview.”
- Influence of relative humidity on fracture toughness of rock: Implications for subcritical crack growth (2012, methodology): “(3) is the equation for isotropic materials (Williams and Evans, 1973) and Eq. (4) is the equation for orthorhombic materials (Sano and Kudo, 1992) in the case that the crack opening direction and propagation direction are parallel to the axis-1 and axis-3 respectively. da/dt is the crack velocity, ”