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ASR expansions in concrete under triaxial confinement

Author
Liaudat, J.; Carol, I.; Lopez, C.; Saouma, V.
Type of activity
Journal article
Journal
Cement & concrete composites
Date of publication
2018-02
Volume
86
First page
160
Last page
170
DOI
https://doi.org/10.1016/j.cemconcomp.2017.10.010 Open in new window
Repository
http://hdl.handle.net/2117/114266 Open in new window
https://www.researchgate.net/publication/320751384_ASR_expansions_in_concrete_under_triaxial_confinement Open in new window
URL
http://www.sciencedirect.com/science/article/pii/S095894651730553X Open in new window
Abstract
It is well known that the Alkali-Silica Reaction (ASR) expansion in concrete is influenced by the stress state of the material. However, the extent and nature of this influence is not completely understood due to the scarcity of experimental investigation under triaxial stress states. This paper presents experimental ASR expansion curves obtained from cubical concrete specimens subjected to three different triaxial stress states, by means of a new testing machine especially designed for this pur...
Citation
Liaudat, J., Carol, I., Lopez, C., Saouma, V. ASR expansions in concrete under triaxial confinement. "Cement & concrete composites", Febrer 2018, vol. 86, p. 160-170.
Keywords
Alkali-silica reaction, Durability, Multiaxial stress
Group of research
MECMAT - Mechanics of Materials

Participants