Simulation of Crack Propagation in Asphalt Concrete Using an Intrinsic Cohesive Zone Model
By S. Song, Glaucio H. Paulino, William Glen Buttlar. 2006
203 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/3f2ad1212851b836da4b2239f0e34dcf08efeb16
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
- Reza Behrou
- Matthew Lawry
- Kurt Maute
- Kyoungsoo Park
- Jeffery R. Roesler
- Glaucio H. Paulino
- Zhenjun Yang
- Ramana V. Grandhi
In Mechanics of Materials
- Reza Behrou
- Matthew Lawry
- Kyoungsoo Park
- Kurt Maute
- Jeffery R. Roesler
- Glaucio H. Paulino
- Zhenjun Yang
- E. Ooi
Citations in the corpus
- Level set topology optimization of structural problems with interface cohesion (2017, methodology): “We adapted the model parameters and problem configuration given by [79], provided in Table I.”
- Cohesive fracture model for functionally graded fiber reinforced concrete (2010, methodology): “Furthermore, finite element-based cohesive zone models [33–35], which is the choice of numerical methods in this paper, have been utilized for a wide range of materials such as plain concrete [29,36], reinforced concrete [33], asphalt concrete [37], and functionally gradedmaterials”
- In-situ X-ray computed tomography characterisation of 3D fracture evolution and image-based numerical homogenisation of concrete (2017, background): “, 2005; Sharma 2013), asphalt mixtures (Song et al., 2006), cement (Meyer et al.”