High-Velocity Impact and Material Behavior
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Abstract
Abstract
This paper provides dynamic increase factors (DIF) in compression for two different High Performance Concretes (HPC), 100 MPa and 160 MPa, respectively. In the experimental investigation 2 different Split Hopkinson Pressure Bars are used in order to test over a wide range of strain rates, 100 sec1 to 700 sec—1. The results are compared with the CEB Model Code and the Spilt Hopkinson Pressure Bar technique is briefly described.
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@article{Riisgaard2026Dynamic,
title = {Dynamic increase factors for high-performance concrete in compression using split Hopkinson pressure bar},
author = {Benjamin Riisgaard and Tuan Ngo and Priyan Mendis and Christos Τ. Georgakis and Henrik Stang},
year = {2026},
doi = {10.1201/9781003759768-27},
url = {https://doi.org/10.1201/9781003759768-27}
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