C. Albertini, E. Cadoni, G. Solomos, K Labibes (2001). "Behaviorofplainconcretesubjectedtotensileloadingathighstrain-rate." In Proceedings of FraMCoS 4, Cachan, France.
C. Albertini, E. Cadoni, G. Solomos, K Labibes. "Behaviorofplainconcretesubjectedtotensileloadingathighstrain-rate." Paper presented at FraMCoS 4, Cachan, France, 2001.
C. Albertini, E. Cadoni, G. Solomos, K Labibes, "Behaviorofplainconcretesubjectedtotensileloadingathighstrain-rate," in Proc. FraMCoS 4, Cachan, France, 2001.
@inproceedings{c-albertini2001,
title = {Behaviorofplainconcretesubjectedtotensileloadingathighstrain-rate},
author = {C. Albertini, E. Cadoni, G. Solomos, K Labibes},
year = {2001},
booktitle = {Proceedings of FraMCoS 4},
address = {Cachan, France},
}
TY - CPAPER
TI - Behaviorofplainconcretesubjectedtotensileloadingathighstrain-rate
AU - C. Albertini
AU - E. Cadoni
AU - G. Solomos
AU - K Labibes
PY - 2001
T2 - Proceedings of FraMCoS 4
CY - Cachan, France
UR - https://framcos.org/wp-content/uploads/framcos-papers/Behaviorofplainconcretesubjectedtotensileloadingathighstrain-rate.pdf
AB - The results obtained dudng a testing program for tensile behavior over a large range of strain- 6 1 rates (10- to 10 s- ) are summarized in this paper. The tests have been performed on cube specimens of 200 mm and 60 mm sides with aggregates of 5, 10 and 25 mm size. The high strain-rate tests have been carried out using a large Hopkinson bar bundle equipment. The aim of this study was to produce new data on basic subject of industrial importance that is the behavior of plain concrete at the strain rates corresponding to those caused by…
ER -
