TECHNOLOGY OF PRODUCING REINFORCED CONCRETE COLUMNS OF CIRCULAR CROSS-SECTIONAL AND INVESTIGATION OF THEIR STRAIN-STRESS STATE AT TRANSVERSE-LONGITUDINAL BENDING

Authors

DOI:

https://doi.org/10.14311/AP.2019.59.0510

Keywords:

Circular cross-section, strain-stress state, transverse force, deformation method.

Abstract

The paper presents a method of producing Circular Cross-Section Columns (CCSC), which can provide sufficiently precise dimensions, with longitudinal reinforcement securely fixed in special plugs. An investigation procedure for determining the capacity of CCSC at all the stages of their loading with eccentric pre-stressing has been presented. Based on the conducted experimental work, load carrying and deformation parameters of the strain-stress state of reinforced concrete CCSC have been obtained. The investigation results make it possible to define calculation prerequisites and fracture criteria of the deformation method of calculating compressed-bent elements of CCSC at transverse bending and reinforcement deformation below the yield point.

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Author Biographies

  • Ivan L. Rogovskii, National University of Life and Environmental Sciences of Ukraine

    Prof. Ph.D. Eng. of Department of Occupational Safety and Environmental Engineering of Mechanical and Technological Faculty of National University of Life and Environmental Sciences of Ukraine

    Heroyiv Oborony st., 15, Kyiv, 03041, Ukraine

  • Liudmyla L. Titova, National University of Life and Environmental Sciences of Ukraine

    Ph.D, associate professor of Department of Occupational Safety and Environmental Engineering of Mechanical and Technological Faculty of National University of Life and Environmental Sciences of Ukraine

    Heroyiv Oborony st., 15, Kyiv, 03041, Ukraine

  • Oleksii O. Davydenko, National University of Life and Environmental Sciences of Ukraine

    Ph.D, associate professor of Construction Department of Design and Engineering Faculty of National University of Life and Environmental Sciences of Ukraine

    Heroyiv Oborony st., 15, Kyiv, 03041, Ukraine

  • Viktor I. Trokhaniak, National University of life and environmental sciences of Ukraine

    Ph.D, associate professor of Heat and Power Engineering Department of Education and Research Institute of Energetics, Automation and Energy Efficiency of National University of Life and Environmental Sciences of Ukraine

    Heroyiv Oborony st., 15, Kyiv, 03041, Ukraine

  • Oleksandra M. Trokhaniak, National University of Life and Environmental Sciences of Ukraine

    Ph.D, associate professor of Department of Engineering Reliability of Faculty of Design and Engineering of National University of Life and Environmental Sciences of Ukraine

    Heroyiv Oborony st., 15, Kyiv, 03041, Ukraine

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Published

2019-11-01

Issue

Vol. 59 No. 5 (2019)

Section

Articles

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How to Cite

Rogovskii, I. L., Titova, L. L., Davydenko, O. O., Trokhaniak, V. I., & Trokhaniak, O. M. (2019). TECHNOLOGY OF PRODUCING REINFORCED CONCRETE COLUMNS OF CIRCULAR CROSS-SECTIONAL AND INVESTIGATION OF THEIR STRAIN-STRESS STATE AT TRANSVERSE-LONGITUDINAL BENDING. Acta Polytechnica, 59(5), 510-517. https://doi.org/10.14311/AP.2019.59.0510