Residual resource of power resistance during building structures deformation

Autor: Kuzina Ekaterina, Rimshin Vladimir, Neverov Alexey
Jazyk: English<br />French
Rok vydání: 2019
Předmět:
Zdroj: E3S Web of Conferences, Vol 135, p 03009 (2019)
Druh dokumentu: article
ISSN: 2267-1242
98690590
DOI: 10.1051/e3sconf/201913503009
Popis: Modern scientific research and design developments, based on the fundamental principles of physics, mechanics and thermodynamics, are developing in a phenomenological direction. This implementation is found both in traditional integrated models of reinforced concrete using the advantages of computer technology, and in discrete models following the grid methods of solid deformable body mechanics. Discrete models in content and chronology over time are hereditary with respect to integral models. The theoretical basis for calculating the residual life of the force resistance to deformation, determines the stiffness of the cross sections of reinforced concrete elements with a maximum bending moment and with zero bending moment are presented in this article.
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