Research article Vol. 13 No. 4 (2017): International Journal for Computational Civil and Structural Engineering

COMPUTER TECHNOLOGIES IN THE FORMATION OF COMPUTED MODELS OF MONOLITHIC REINFORCED CONCRETE STRUCTURES

Anatoliy I. Bedov, Aleksandr S. Salov, Azat I. Gabitov, Dmitriy М. Kuznetsov, Elza A. Sadykova
37-46 DOI 10.22337/2587-9618-2017-13-4-37-46 Published 2017-12-31
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How to Cite

COMPUTER TECHNOLOGIES IN THE FORMATION OF COMPUTED MODELS OF MONOLITHIC REINFORCED CONCRETE STRUCTURES

Authors

  • Anatoliy I. Bedov
  • Aleksandr S. Salov Ufa State Petroleum Technological University, Ufa, RUSSIA
  • Azat I. Gabitov Ufa State Petroleum Technological University, Ufa, RUSSIA
  • Dmitriy М. Kuznetsov Ufa State Petroleum Technological University, Ufa, RUSSIA
  • Elza A. Sadykova Ufa State Petroleum Technological University, Ufa, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2017-13-4-37-46

Keywords:

software complexes, computer modeling, reinforced concrete, high-strength concretes, high strength class, selection of the optimal section of the reinforced concrete element, rational combination of concrete classes and reinforcement

Abstract

The areas of application of concrete and reinforcement of higher grades for strength in structural elements of a monolithic reinforced concrete frame are considered. Analytic dependencies, criteria and boundary conditions are proposed that numerically describe the relationship between increasing the strength of concrete and reducing the consumption of reinforcing steel for bent and compressed-bent elements. Calculation-analytical models of the deformation state of overlaps of a monolithic reinforced concrete multi-storey frame have been developed on the basis of multifactor numerical studies carried out for various values of the thicknesses of ceilings, spans, operating loads, classes of concrete and reinforcement. Calculated parameters of slabs are determined, which determine their bearing capacity. On the basis of computer technology, the optimum section of a reinforced concrete element is modeled according to the criterion of reducing the material consumption and rational combination of classes of concrete and reinforcement.

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Published

2017-12-31

Issue

Vol. 13 No. 4 (2017): International Journal for Computational Civil and Structural Engineering

Section

Research article

How to Cite

Bedov, A. I., Salov, A. S., Gabitov, A. I., Kuznetsov D. М., & Sadykova, E. A. (2017). COMPUTER TECHNOLOGIES IN THE FORMATION OF COMPUTED MODELS OF MONOLITHIC REINFORCED CONCRETE STRUCTURES. International Journal for Computational Civil and Structural Engineering, 13(4), 37-46. https://doi.org/10.22337/2587-9618-2017-13-4-37-46

Keywords

software complexes, computer modeling, reinforced concrete, high-strength concretes, high strength class, selection of the optimal section of the reinforced concrete element, rational combination of concrete classes and reinforcement

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