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Experiment on Mechanical Behavior of Reinforced Concrete Subjected to Impact Loading

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Abstract:

The dynamic compression tests of reinforced concrete with different reinforcement ratios are carried out by split Hopkinson pressure bar (SHPB). Reinforced steel bar is placed along longitudinal and transverse direction. Experimental results show that reinforced concrete is non-linear and rate-dependent. With the enhancement of strain rate, the peak stress of reinforced concrete increases correspondingly

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Periodical:

Advanced Materials Research (Volumes 450-451)

Pages:

523-526

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.450-451.523

Citation:

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Online since:

January 2012

Authors:

Hai Feng Liu, Wei Wu Yang, Jian Guo Ning

Keywords:

Dynamic Mechanical Behavior, Reinforced Concrete (RC), Split Hopkinson Pressure Bar (SHPB)

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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References

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