Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory

By Gianluca Cusatis, Daniele Pelessone, A. Mencarelli. 2011

459 citations recorded by the source corpus.

Subfields: Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/b85eff52eed4fe944635051ef9a48d52b6165a67

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Computational Mechanics

1. Giovanni Di Luzio
2. Mohammed Alnaggar
3. Gianluca Cusatis

In Mechanics of Materials

1. Giovanni Di Luzio
2. Mohammed Alnaggar
3. Gianluca Cusatis

Citations in the corpus

• Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures (2013, methodology): “The identified or assumed (for lack of specific experimental data) LDPM parameters [68,69] are as follows: meso-scale normal modulus, E0 = 62,346 MPa; densification ratio, Ed/E0 = 1; shear-normal coupling parameter, a = 0.”