In-plane perturbation of the tunnel-crack under shear loading I: Bifurcation and stability of the straight configuration of the front

International Journal of Solids and Structures

Volumn 39, Issue 17, 2002, Pages 4421-4436

  Lazarus, Véronique ^a   Leblond, Jean Baptiste ^a  

^a SORBONNE UNIVERSITÉ   (France)

Author keywords

Bifurcation; Bueckner Rice theory; Crack front; In plane perturbation; Mode 2; Mode 3; Shear loading; Stability; Tunnel crack; Weight functions

Indexed keywords

ENERGY TRANSFER; PHASE TRANSITIONS; SHEAR STRESS;

SHEAR LOADING;

CRACK PROPAGATION;

CRACK;

EID: 0036696068     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(02)00349-9     Document Type: Article

References (17)

1. Solution of three-dimensional crack problems by a finite perturbation method
2. A novel principle for the computation of stress intensity factors
3. Nearly circular shear mode cracks
4. Shear stress intensity factors for planar crack with slightly curved front
5. Nearly circular connections of elastic half spaces
6. Somewhat circular tensile cracks
7. Buckling instability and adhesion of carbon layers
8. Fatigue propagation path of 3D plane cracks under mode 1 loading
9. Three-dimensional crack-face weight functions for the semi-infinite interface crack. I. Variation of the stress intensity factors due to some small perturbation of the crack front
10. Crack paths in three-dimensional elastic solids. II. Three-term expansion of the stress intensity factors-Applications and perspectives
11. The tensile tunnel-crack with a slightly wavy front
12. Derivation of variational inequality for shape of a small increment of an I-mode crack
13. Some remarks on elastic crack-tip stress fields
14. First-order variation in elastic fields due to variation in location of a planar crack front
15. Weight function theory for three-dimensional elastic crack analysis
16. Combined buckling and cracking of films