CONFINEMENT-SHEAR LATTICE MODEL FOR CONCRETE DAMAGE IN TENSION AND COMPRESSION: II. COMPUTATION AND VALIDATION

By Gianluca Cusatis, Zdenek P. Bazant, L. Cedolin. 2003

195 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/173c4c4785dcfbb1df6ae65e5438953a8147b2ea

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

In Mechanics of Materials

Citations in the corpus

Strain-rate effects on concrete behavior (2011, background): “[15] a was shown to control the macroscopic Poisson’s ratio n: for a 1⁄4 0.”
A multiscale quasicontinuum method for dissipative lattice models and discrete networks (2014, methodology): “…in the lattice interactions by e.g. using plasticity (Kato et al., 1997; Desphande et al., 2001; Arnoux et al., 2002; Bronkhorst, 2003; Chen and Baker, 2003; Mohr, 2005; Doyoyo and Hu, 2006; Silberstein et al., 2012; Beex et al., 2013; Wilbrink et al., 2013) or damage (Cusatis et al., 2003).”
Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture (2007, methodology): “Another feasible way of verification, of course, is to conduct computer simulations based on a more fundamental theory, for example, the random lattice model (Cusatis et al. 2003).”
Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension (2009, background): “This approach is characterised by computational efficiency, since the nodes of the finite element mesh correspond to the centres of concrete aggregates [12].”
Effect of aggregate structure on fracture process in concrete using 2D lattice model (2007, background): “In the second type model (called particle model) [14, 43], the lattice struts connecting adjacent particles transmit axial and shear forces.”
Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: I. Theory (2002, background): “The subsequent companion paper~Cusatis et al. 2003! will deal with the numerical algorithm and calibration by test data.”
Confinement-shear lattice CSL model for fracture propagation in concrete (2006, methodology): “The present model can realistically simulate [ 16 ], for concretes with fixed meso-level material parameters, all the aspects of material response, including tensile fracturing, cohesive fracture and size effect [5,23], compression-shear behavior with softening at zero or mild confinement, and highl”