Dynamic Shear Resistance of RC Beams Based on Modified Compression Field Theory

Kazunori Fujikake; Amornthep Somraj

doi:10.4028/www.scientific.net/KEM.711.799

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 711Dynamic Shear Resistance of RC Beams Based on...

Dynamic Shear Resistance of RC Beams Based on Modified Compression Field Theory

Abstract:

The aim of this study was to develop an analytical model to estimate the dynamic shear capacity of RC beams which may exhibit diagonal tension failure under impact and blast loadings. Thus, the modified compression field theory has been extended to dynamic loading in this study. The developed analytical model has been applied to the experimental results obtained from rapid loading tests of RC beams. As a result, the developed analytical model has been in good agreement with the experimental results.

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Periodical:

Key Engineering Materials (Volume 711)

Pages:

799-805

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.711.799

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Online since:

September 2016

Authors:

Kazunori Fujikake*, Amornthep Somraj

Keywords:

Dynamic Shear Resistance, Modified Compression Field Theory, RC Beam

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References

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