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Joint investigation of concrete at high rates of loading
Authors:Hans W Reinhardt  Pierre Rossi  Jan G M van Mier
Affiliation:(1) Darmstadt University of Technology, Darmstadt, FRG;(2) Laboratoire Central des Ponts et Chaussées, Paris, France;(3) Stevin Laboratory, Delft University of Technology, Netherlands
Abstract:Uniaxial tensile tests have been carried out on a micro-concrete with strain rates between 0.5 and 1.25 s−1. The investigation is described and the results are discussed with respect to the influence of water content on the strain-rate sensitivity.
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