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Fracture mechanical tests were done on specimens of concrete affected by the alkali—aggregate reaction (AAR). The influence of deterioration of the concrete due to the AAR on the fracture mechanical behaviour was determined using the wedge splitting method. Cubic samples were taken from standard concrete prisms, and a load—displacement diagram was recorded for the stable separation of the specimen. The results show that for comparable variants the specific fracture energy GF of AAR-affected concrete exhibits a marked drop according to the induced damage. The calculated nominal notch tensile strength behaves similarly to GF. The mechanical parameters GF, Fhmax and ó are more relevant than the classical lengthchange measurements to the quantitative assessment of the deterioration of concrete affected by the AAR.

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