Confinement-shear lattice CSL model for fracture propagation in concrete
By Gianluca Cusatis, Zdenek P. Bazant, L. Cedolin. 2006
222 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/f9d32e9ccd5ee5858b87d22bafbd02cd06dbba6d
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
- Daniele Pelessone
- Jacek Tejchman
- J. Kozicki
- A. Mencarelli
- Gianluca Cusatis
- Emir Karavelic
- M. Nikolić
- P. Miščević
In Mechanics of Materials
- Jacek Tejchman
- J. Suchorzewski
- M. Nitka
- Gianluca Cusatis
- Daniele Pelessone
- J. Kozicki
- A. Mencarelli
- Emir Karavelic
Citations in the corpus
- A new open-source software developed for numerical simulations using discrete modeling methods (2008, background): “In the second type of models [ 8 ] (called particle lattice model), the lattice struts connecting adjacent particles transmit axial and shear forces.”
- Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory (2011, methodology): “Computationally less demanding are the meso-scale models [5, 17, 19] in which the basic material components, whole aggregate pieces and the layer of mortar matrix between them, are modeled through discrete elements (either lattice elements or discrete particles) but are themselves not discretized on”
- Discrete element method simulations of fracture in concrete under uniaxial compression based on its real internal structure (2018, background): “, 2015; Skarz_yński and Tejchman, 2010, 2016) and discrete models (e.g. Bolander and Sukumar, 2005; Carol et al., 2001; Chen and Konietzky, 2014; Cusatis et al., 2006; Dupray et al., 2009; Groh et al., 2011; Hentz et al., 2004; Kozicki and Tejchman, 2008; Lilliu and Van Mier, 2003; Nitka and Tejchma”
- Lattice Element Models and Their Peculiarities (2017, methodology): “Some of the notable lattice model applications to concrete are presented in papers of Schlangen and van Mier [4, 5], Schlangen and Garboczi [2], Chang et al [22], Lilliu and van Mier [50], Karihaloo et al [23], or in some recent papers by Vassaux et al [10, 11], Grassl et al [28, 29], Cusatis et”