A platform for research: civil engineering, architecture and urbanism
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Effect of loading rate on the strength of concrete subjected to uniaxial tension
Abstract In the context of an international co-operation project between the University of Delft (The Netherlands) and the LCPC, an experimental study was made of rate effects in the behaviour of concrete under tensile stress. Very high speed tests ($$\dot \sigma $$ between 1 and 80 GPa $ s^{−1} $) were carried out in Delft on a Hopkinson bar, and quasi-static tests ($$\dot \sigma $$ between 5×$ 10^{−5} $ and 5×$ 10^{−3} $ GPa $ s^{−1} $) were carried out by the LCPC on a hydraulic press. This investigation had two objectives. 1. To verify on a mini-concrete (diameter of the largest particles 10 mm) a result obtained with a micro-concrete (diameter of the largest particles 2 mm) in the course of a previous study. Rate effects are produced by the presence of pore water in the material. 2. To investigate the influence of the water/cement ratio (i.e., the compressive strength of the concrete) on these rate effects. The three main conclusions that can be drawn from this study are (i) it is indeed the presence of pore water in the concrete which is at the origin of rate effects where this materials is concerned, (ii) the effect of speed on the tensile strengthf1 increases with the water/cement ratio, and (iii) in absolute value, the increase in strength (ftdyn-$ f_{tstat} $) seems to be independent of the water/cement ratio.
Effect of loading rate on the strength of concrete subjected to uniaxial tension
Abstract In the context of an international co-operation project between the University of Delft (The Netherlands) and the LCPC, an experimental study was made of rate effects in the behaviour of concrete under tensile stress. Very high speed tests ($$\dot \sigma $$ between 1 and 80 GPa $ s^{−1} $) were carried out in Delft on a Hopkinson bar, and quasi-static tests ($$\dot \sigma $$ between 5×$ 10^{−5} $ and 5×$ 10^{−3} $ GPa $ s^{−1} $) were carried out by the LCPC on a hydraulic press. This investigation had two objectives. 1. To verify on a mini-concrete (diameter of the largest particles 10 mm) a result obtained with a micro-concrete (diameter of the largest particles 2 mm) in the course of a previous study. Rate effects are produced by the presence of pore water in the material. 2. To investigate the influence of the water/cement ratio (i.e., the compressive strength of the concrete) on these rate effects. The three main conclusions that can be drawn from this study are (i) it is indeed the presence of pore water in the concrete which is at the origin of rate effects where this materials is concerned, (ii) the effect of speed on the tensile strengthf1 increases with the water/cement ratio, and (iii) in absolute value, the increase in strength (ftdyn-$ f_{tstat} $) seems to be independent of the water/cement ratio.
Effect of loading rate on the strength of concrete subjected to uniaxial tension
Rossi, Pierre (author) / Van Mier, Jan G. M. (author) / Toutlemonde, François (author) / Le Maou, Fabrice (author) / Boulay, Claude (author)
1994
Article (Journal)
English
Effect of loading rate on the strength of concrete subjected to uniaxial tension
| Springer Verlag | 1994
Effect of loading rate on the strength of concrete subjected to uniaxial tension
| British Library Online Contents | 1994
| British Library Conference Proceedings | 1996
PROPERTIES OF HIGH-STRENGTH CONCRETE SUBJECTED TO UNIAXIAL LOADING
| British Library Conference Proceedings | 1994
Properties of High-Strength Concrete Subjected to Uniaxial Loading
| British Library Conference Proceedings | 1994