The sustainability of micropolar concrete plasticity model to the finite element size

Introduction. As it is known, deformation of concrete can be divided into several stages. The first stage is characterized by a linear dependence of deformations and stresses, elastic deformations and small loads that, as they increase, lead to the second stage. At the second stage, the dependence b...

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Bibliographic Details
Main Authors: Gleb V. Martynov, Daria E. Monastyreva, Olga N. Pertseva, Ekaterina I. Pereladova, Zaur S. Daurov, Roman S. Tikhonov
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2019-05-01
Series:Vestnik MGSU
Subjects:
Online Access:http://vestnikmgsu.ru/ru/component/sjarchive/issue/article.download/2019/5/559-569