Structural Behavior of Concrete Beams Affected by Alkali-Silica Reaction
A large experimental program about alkali-silica reaction (ASR) was carried out on beam specimens at the Laboratoire Central des Ponts et Chaussées (LCPC), with Electricité de France (EDF) as a partner. The aim was to provide data intended to validate a methodology of assessment of real structures a...
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Veröffentlicht in: | ACI materials journal 2005-03, Vol.102 (2), p.67-76 |
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description | A large experimental program about alkali-silica reaction (ASR) was carried out on beam specimens at the Laboratoire Central des Ponts et Chaussées (LCPC), with Electricité de France (EDF) as a partner. The aim was to provide data intended to validate a methodology of assessment of real structures affected by this expansive reactive mechanism. Three-dimensional deformations were measured on five 3 m-long plain or reinforced concrete beams undergoing partial drying over a period of 14 months. The paper points out the effect of a moisture gradient over the depth of the beams and the influence of reinforcement on the development of ASR-induced expansions. Tests on companion specimens (cylinders and prisms) were carried out to measure the material expansion and mechanical characteristics. [PUBLICATION ABSTRACT] |
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subjects | Awards & honors Civil Engineering Concrete Concrete pavements Engineering Sciences Excellence |
title | Structural Behavior of Concrete Beams Affected by Alkali-Silica Reaction |
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