The design of concrete elements strength under local compression based on the variational method in the plasticity theory

The two-dimensional concrete elements under the action of one-sided central crushing often occurs. For them, the strength problems are solved on the basis of the concrete ideal plasticity theory variational method with application of discontinuous velocities functions. The method takes into account...

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Bibliographic Details
Main Authors: Pohribnyi Volodymyr, Dovzhenko Oksana, Karabash Leonid, Usenko Iryna
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201711602026