Fracture Mechanics of ASR in Concretes with Waste Glass Particles of Different Sizes
By Zdenek P. Bazant, Goangseup Zi, C. Meyer. 2000
173 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/6bee99410e650ccd5bdd670eb990ce23e189af1a
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- Hongjian Du
- K. Tan
- Luigi E. Perotti
- V. Saouma
- Giovanni Di Luzio
- Mohammed Alnaggar
- Gianluca Cusatis
- Dora Foti
In Civil and Structural Engineering
- Hongjian Du
- K. Tan
- Giovanni Di Luzio
- Mohammed Alnaggar
- Luigi E. Perotti
- V. Saouma
- Gianluca Cusatis
- Dora Foti
Citations in the corpus
- Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures (2013, methodology): “A fracture mechanics approach to predict the pessimum size of aggregate was proposed by Bažant [46].”
- Use of selected waste materials in concrete mixes. (2007, background): “Zdenek et al. (2000) reported that the particle size of ground glass used in concrete is proportional to the concrete strength.”
- Effect of particle size on alkali–silica reaction in recycled glass mortars (2014, background): “Some models have also been proposed to explain this pessimum effect [27–29].”
- Constitutive Model for Alkali-Aggregate Reactions (2006, methodology): “MODEL Two different aspects of mathematical modeling of ASR in concrete may be distinguished: 1) the kinetics of the chemical reactions and diffusion processes involved, and 2) the mechanics of fracture that affects volume expansion and causes loss of strength, with possible disintegration of the ma”