DETERMINATION OF STRAIN-STRESS PARAMETERS OF A MULTI-STOREY REINFORCED CONCRETE BUILDING ON AN ELASTIC FOUNDATION WITH ALLOWANCE FOR DIFFERENT RESISTANTANCE OF MATERIALS AND CRACKING | International Journal for Computational Civil and Structural Engineering

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Published: Dec 29, 2019

DOI: https://doi.org/10.22337/2587-9618-2019-15-4-150-163

Keywords:

finite element method, reinforced concrete, multi-storey building, multimodulus behavior, cracking, hybrid finite element, elastic foundation

Alexander Treschev

Tula State University, Tula, RUSSIA

Victor Telichko

Tula State University, Tula, RUSSIA

Nikita Zolotov

Tula State University, Tula, RUSSIA

Abstract

In this paper, we consider the construction of a finite-element model for determining the stress-strain state of a multi-storey building made of monolithic reinforced concrete on an elastic foundation. This takes into account the dependence of the mechanical characteristics of concrete on the form of the stressed state, the development of plastic deformation in the reinforcement, cracking. Confirmed that the account of the complicated properties of the material is necessary for obtaining correct estimates of the stress-strain state of reinforced concrete structures under conditions of progressive cracking.

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How to Cite

Treschev, A., Telichko, V., & Zolotov, N. (2019). DETERMINATION OF STRAIN-STRESS PARAMETERS OF A MULTI-STOREY REINFORCED CONCRETE BUILDING ON AN ELASTIC FOUNDATION WITH ALLOWANCE FOR DIFFERENT RESISTANTANCE OF MATERIALS AND CRACKING. International Journal for Computational Civil and Structural Engineering, 15(4), 150-163. https://doi.org/10.22337/2587-9618-2019-15-4-150-163

Issue

Vol. 15 No. 4 (2019): International Journal for Computational Civil and Structural Engineering

Section

Articles

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