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Compressive Behaviour of Plain Concrete at Higher Strain-Rates

Document cover
Scientific article
Material Properties
2005
Abstract
The compressive dynamic behaviour of normal concrete has been experimentally investigated. Two concrete grades (C25/30, C50/60) have been examined using 100mm cubic specimens with a maximum aggregate size of 16mm. Three testing conditions, i.e., static, intermediate strain-rate and higher strain-rate, have been implemented. For the faster velocities of deformation, Hopkinson bar techniques have been employed. The entire stress-strain curve, including its softening branch, is being constructed. The results clearly show that concrete exhibits strong sensitivity to strain-rate
Authors
SOLOMOS George; BERRA Mario
Year
2005
Publisher
FREUND PUBLISHING HOUSE LTD
Citation
Solomos G, Berra M. Compressive Behaviour of Plain Concrete at Higher Strain-Rates. JOURNAL OF THE MECHANICAL BEHAVIOUR OF MATERIALS 16; 2005. p. 113-121. JRC30165
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