Auteur Glaucio H. Paulino
|
|
Documents disponibles écrits par cet auteur (5)
Affiner la recherche![]()
Article : texte imprimé
Buttlar, William G., Auteur ; Glaucio H. Paulino, Auteur ; Song, Seong Hyeok ; Masud, Arif, Éditeur scientifique |Asphalt paving layers, particularly the surface course, exhibit vertically graded material properties. This Grading is caused primarily by temperature gradients and aging related stiffness gradients. Most conventional existing analysis models d[...]![]()
Article : texte imprimé
Walters, Matthew C., Auteur ; Glaucio H. Paulino, Auteur ; Dodds Jr., Robert H. ; Xi, Yunping, Éditeur scientifique |This Work applies a two state interaction integral to obtain stress intensity factors along cracks in three dimensional functionally graded materials. The Procedures are applicable to planar cracks with curved fronts under mechanical loading, in[...]![]()
Article : texte imprimé
Ying Yu, Auteur ; Glaucio H. Paulino, Auteur ; Luo, Yaozhi, Auteur |A structural analysis framework called the finite particle method (FPM) for structure failure simulation is presented in this paper. The traditional finite-element method is generated from continuum mechanics and the variational principle; vecto[...]![]()
Article : texte imprimé
Song, Seong Hyeok, Auteur ; Glaucio H. Paulino, Auteur ; Buttlar, William G. ; Masud, Arif, Éditeur scientifique |This is a practical paper which consists of investigating fracture behavior in asphalt concrete using an intrinsic cohesive zone model (CZM). The separation and traction response along the cohesive zone ahead of a crack tip is governed by an exp[...]![]()
Article : texte imprimé
Kyoungsoo Park,, Auteur ; Glaucio H. Paulino, Auteur ; Jeffery R. Roesler, Auteur |The present multiscale investigation employs the initial and total fracture energy through a virtual internal pair-bond (VIPB) model. The proposed VIPB model is an extension of the traditional virtual internal bond (VIB) model. Two different typ[...]


