Regression dependences in bending reinforced concrete beam with cracks

Regression dependences in bending reinforced concrete beam with cracks

The work is devoted to determining the stress parameters of flexible reinforced concrete beams with cracks. The problem is solved using LIRA-SAPR using beam finite elements, taking into account the nonlinear relationship between deformation and stress in concrete. In the course of solution, a step-b...

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Bibliographic Details
Main Authors: Nuguzhinov Zhmagul, Khabidolda Omirkhan, Bakirov Zhetpisbai, Zholmagambetov Syrlybek, Kurokhtin Alexey, Tokanov Daniyar
Format: Article
Language:English
Published: De Gruyter 2022-10-01
Series:Curved and Layered Structures
Subjects:
bending crack
experimental design
physical nonlinearity
regression dependencies
reinforced concrete
stress state
Online Access:https://doi.org/10.1515/cls-2022-0182

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