B. Riisgaard, C. T. Georgakis, H. Stang, P. Mendis, T. Ngo (2007). "Dynamic Increase Factors for High-Performance Concrete in Compression using Split Hopkinson Pressure Bar." In Proceedings of FraMCoS 6, Catania, Italy.
B. Riisgaard, C. T. Georgakis, H. Stang, P. Mendis, T. Ngo. "Dynamic Increase Factors for High-Performance Concrete in Compression using Split Hopkinson Pressure Bar." Paper presented at FraMCoS 6, Catania, Italy, 2007.
B. Riisgaard, C. T. Georgakis, H. Stang, P. Mendis, T. Ngo, "Dynamic Increase Factors for High-Performance Concrete in Compression using Split Hopkinson Pressure Bar," in Proc. FraMCoS 6, Catania, Italy, 2007.
@inproceedings{b-riisgaard2007,
title = {Dynamic Increase Factors for High-Performance Concrete in Compression using Split Hopkinson Pressure Bar},
author = {B. Riisgaard, C. T. Georgakis, H. Stang, P. Mendis, T. Ngo},
year = {2007},
booktitle = {Proceedings of FraMCoS 6},
address = {Catania, Italy},
}
TY - CPAPER
TI - Dynamic Increase Factors for High-Performance Concrete in Compression using Split Hopkinson Pressure Bar
AU - B. Riisgaard
AU - C. T. Georgakis
AU - H. Stang
AU - P. Mendis
AU - T. Ngo
PY - 2007
T2 - Proceedings of FraMCoS 6
CY - Catania, Italy
UR - https://framcos.org/wp-content/uploads/framcos-papers/Dynamic_Increase_Factors_for_High-Performance_Concrete_in_Compression_using_Spli.pdf
AB - This paper provides dynamic increase factors (DIF) in compression for two different High Per- formance Concretes (HPC), 100 MPa and 160 MPa, respectively. In the experimental investigation 2 different 1 -1 Split Hopkinson Pressure Bars are used in order to test over a wide range of strain rates, 100 sec to 700 sec . The results are compared with the CEB Model Code and the Spilt Hopkinson Pressure Bar technique is briefly described.
ER -
