Thermo-chemo-mechanics of ASR expansion in concrete structures
By Franz-Josef Ulm, O. Coussy, L. Kefei, C. Larive. 2000
320 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/f30ba7962e413076d530e96797c215dec543fccc
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In Civil and Structural Engineering
- Giovanni Di Luzio
- Mohammed Alnaggar
- K. Kupwade-Patil
- Nicola Cefis
- E. Allouche
- Luigi E. Perotti
- V. Saouma
- C. Comi
Citations in the corpus
- Chemo-mechanical modelling of the external sulfate attack in concrete (2017, background): “This approach, used for the study of other chemical reactions in concrete ([24], [17]), considers the material in conditions of total saturation.”
- Impact of Alkali Silica Reaction on Fly Ash-Based Geopolymer Concrete (2013, background): “Studies have shown that ASR is a multistage process that takes place at the paste-aggregate interface (Ulm et al. 2000).”
- Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures (2013, methodology): “[53] developed models based on the ASR kinetics.”
- Constitutive Model for Alkali-Aggregate Reactions (2006, methodology): “It is worth noting that the kinetics model (built into a coupled thermo-chemo-mechanical one) of Ulm et al. (2000) (based on the work of Larive [1998]) departs from other empirical models and is probably the most scientifically correct one.”
- Effect of applied stresses on alkalisilica reaction-induced expansions (2006, unknown): “– Present investigations have validated the consistency of the approach which represents the ASR-induced expansions as isotropic imposed strains [1,2].”