Historical Review and Fundamentals of Conservation Laws and Energy Release Rates
By Yiheng Chen. 2002
446 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/071cf888eeb7403d25519d5032b40b4d040b111a
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Citations in the corpus
- Reliable J-Values - Numerical Aspects of the Path-Dependence of the J-Integral in Incremental Plasticity (2003, methodology): “This first component of the J-vector is the "J-integral" as introduced by RICE and CHEREPANOV into fracture mechanics, defining that the integration contour runs anti-clockwise, i.e. mathematically positive, around the crack tip, J W x n u s jk k j = - [ ] Ú d 2 1 s , d G .”
- The interaction integral for fracture of orthotropic functionally graded materials: Evaluation of stress intensity factors (2003, background): “1 Here, the so-called M-integral should not be confused with the M-integral (conservation integral) of Knowles and Sternberg (1972), Budiansky and Rice (1973), and Chang and Chien (2002).”
- T-stress in orthotropic functionally graded materials: Lekhnitskii and Stroh formalisms (2004, background): “…σij ui,1) nj d , (23) where W is the strain energy density expressed by W = 1 2 σij εij = 1 2 Cijklεklεij , (24) 1Here, the so-called M-integral should not be confused with the M-integral (conservation integral) of Knowles and Sternberg (1972), Budiansky and Rice (1973), and Chang and Chien (2002).”
- Advanced Local Fractional Calculus and Its Applications (2012, unknown): “[255] B.”
- Universal nucleation length for slip-weakening rupture instability under nonuniform fault loading (2003, methodology): “The principal results shown in this appendix can also be obtained, if not necessarily at greater economy, by using the path-independent M integral approach in fracture mechanics [Knowles and Sternberg, 1972; Budiansky and Rice, 1973].”
- A new approach to compute T-stress in functionally graded materials by means of the interaction integral method (2004, background): “Considering a slight imperfection under mode I loading, Cotterell and Rice [32] found that the crack path is stable for negative T -stress, and unstable for positive T -stress.”
- A disk-shaped domain integral method for the computation of stress intensity factors using tetrahedral meshes (2015, methodology): “…the average of the energy release rate per unit crack advance at the whole crack front; and (ii) the pointwise value which gives the energy release rate due the extension of the crack front locally at a given point on the crack front (Budiansky and Rice, 1973; DeLorenzi, 1982; Li et al., 1985).”
- Mechanics of Solids and Materials (2006, background): “Budiansky and Rice (1973) interpreted the Lk and M integrals as the energetic forces (potential energy release rates) conjugate to rotation (by erosion/addition of material) and self-similar expansion (erosion) of the traction-free void.”