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

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

Alexander Treschev, Victor Telichko, Nikita Zolotov
150-163 DOI 10.22337/2587-9618-2019-15-4-150-163 Published 2019-12-29
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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

Authors

  • Alexander Treschev Tula State University, Tula, RUSSIA
  • Victor Telichko Tula State University, Tula, RUSSIA
  • Nikita Zolotov Tula State University, Tula, RUSSIA

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

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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Published

2019-12-29

Issue

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

Section

Research article

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

Keywords

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

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