A new approach to compute T-stress in functionally graded materials by means of the interaction integral method
By Glaucio H. Paulino, Jeong-Ho Kim. 2004
100 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/c10f0ea27e611e3b0ae04943f796ab447646df24
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
- Carlos Armando Duarte
- J. Pereira
- Kyoungsoo Park
- Alok Sutradhar
- Glaucio H. Paulino
- M. C. Walters
- R. H. Dodds
- Zhan Kang
In Mechanics of Materials
- Carlos Armando Duarte
- J. Pereira
- Glaucio H. Paulino
- Alok Sutradhar
- Kyoungsoo Park
- Dae-Jin Kim
- R. H. Dodds
- M. C. Walters
Citations in the corpus
- Interaction integral procedures for 3-D curved cracks including surface tractions (2005, background): “The terms rijðu j;1i e ij;1 Þ and r ij;i uj;1 that arise here due to crack front curvature also appear in the interaction integral formulations for straight cracks in functionally-graded materials [23,24].”
- Integration of singular enrichment functions in the generalized/extended finite element method for three‐dimensional problems (2009, result): “This approach resembles the so-called boundary layer models in fracture mechanics [39–41].”
- Symmetric Galerkin boundary element computation of T-stress and stress intensity factors for mixed-mode cracks by the interaction integral method (2004, methodology): “E-mail address: paulino@uiuc.edu (G.H. Paulino). the propagating tip/front region, is simple and easy.”