Size effect in Tensile Fracture of Concrete and Rock
By M. V. Vliet. 2000
148 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/fc85a493e0a6f2de75a7593d715c5a3aec010702
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
- J. Kozicki
- Frederic Victor Donze
- M. Gitman
- Xiaobin Ding
- J. Suchorzewski
- François Nicot
- M. Nitka
- Jacek Tejchman
Citations in the corpus
- Effect of aggregate structure on fracture process in concrete using 2D lattice model (2007, methodology): “The obtained outcomes from numerical experiments for uniaxial tension are qualitatively in agreement with numerical solutions given in [28, 45, 46].”
- Monte Carlo Simulations of Mesoscale Fracture of Concrete with Random Aggregates and Pores: a Size Effect Study (2015, unknown): “This is consistent with experimental observations [9,13].”
- Quantification of stochastically stable representative volumes for random heterogeneous materials (2006, background): “Van Mier [28,29] and van Vliet [30], in their experiments with concrete, for example, suggest the size of the RVE is approximately equal to at least 3–5 times or 7–8 times the largest inclusion particle size.”
- A new open-source software developed for numerical simulations using discrete modeling methods (2008, result): “The obtained outcome of the size effect for uniaxial tension is qualitatively in agreement with experiments performed by van Vliet [25].”