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Dependence of the Elastoplastic Properties of Compressed Concrete on its Strain Rate

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Abstract:

The article is devoted to the determination of the main physical and mechanical characteristics of compressed concrete at different strain rates of its. A method for predicting the main strength and deformation characteristics of compressed concrete in the widest range of its loading rates is proposed: from instantaneous dynamic to long-term with the maximum possible development of creep deformations. This method is based on the well-known law of conservation of potential energy of material deformation (up to its destruction) and the general patterns of change of the known integral characteristic of concrete - the factor of elasticity-plasticity. The functional interdependence of the levels of strength and deformability of compressed concrete for its different strain rates was established.

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Periodical:

Solid State Phenomena (Volume 381)

Pages:

73-80

DOI:

https://doi.org/10.4028/p-erF9ZK

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Online since:

December 2025

Authors:

Olena Romashko-Maistruk, Vasyl Romashko*

Keywords:

Concrete, Deformability, Elastic-Plasticity Coefficient, Strain Rate, Strength Change Factor

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© 2025 Trans Tech Publications Ltd. All Rights Reserved

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