Mechanical behavior of concretes damaged by alkali silica reaction

GIACCIO, G.; ZERBINO, R.; PONCE, J. M.; BATIC, O

CEMENT AND CONCRETE RESEARCH

Elsevier

Año: 2008 vol. 38 p. 993 - 1004

0008-8846

Alkali-silica reaction (ASR) can induce the premature distress and loss in serviceability of concrete structures.The internal crack pattern produced by ASR affects both transport and mechanical properties. Usually linear expansions are considered as indicative of the grade of damage into the material (internal crack pattern),nevertheless as diverse types of ASR have been recognized (rapid or slow reactive aggregates, fiaggregates) the effects on strength and rheological properties could be different for a same expansion. Thispaper compares the mechanical response of a reference concrete (without reactive aggregates) and concretesprepared with three different types of reactive aggregates, with the same mixture proportions. The first concrete incorporated 10% of a highly reactive siliceous orthoquartzite as a part of the coarse aggregate, the second included a highly reactive sand, and the third prepared with a slow reactive granitic migmatite as coarse aggregate. Concretes were moist cured at 38 °C. When linear expansions ranging between 0.11 and 0.18% took place, the stress strain behavior in compression and the load-displacement response in flexure were measured. The same tests were performed on reference concrete at different ages, between 75 and 745 days. Microscopic observations were performed on polished and thin sections in order to analyze concrete microstructure. It appears that the failure mechanism of concrete in compression is clearly affected by ASR, the shape of the stress–strain curves reflects the presence of internal fissures, showing that the capability of controlling crack propagation decreases. Differences in the crack pattern are also reflected in the shape of the load-deflection curves in tension, damaged concretes show an increased non-linearity and a more gradual softening. However, it was found that the modifications in the mechanical properties cannot be directly associated with a level of expansion, as the behavior depends on the component materials and mechanisms involved in the reaction.