COMPUTER MODELLING OF THE STRESS-STRAIN STATE OF PLUG-IN CONNECTIONS OF REINFORCED CONCRETE COLUMNS WITH THE COVERAGE PLATES UNDER THE OUT-OF-SQUARE ECCENTRIC COMPRESSION

Abstract

he technique and results of computer simulation of the stress-strain state of plug joints of reinforced concrete columns with overlap plates under the effect of out-of-square eccentric compression are described. An analysis of the results obtained is provided to optimize the experimental research plan and to develop a technique for calculating the strength of the joints used in the UICSS bearing system.

Authors and Affiliations

Boris S. Sokolov, Evgeniy O. Troshkov

Keywords

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  • EP ID EP576646
  • DOI 10.22337/2587-9618-2018-14-3-126-135
  • Views 76
  • Downloads 0

How To Cite

Boris S. Sokolov, Evgeniy O. Troshkov (2018). COMPUTER MODELLING OF THE STRESS-STRAIN STATE OF PLUG-IN CONNECTIONS OF REINFORCED CONCRETE COLUMNS WITH THE COVERAGE PLATES UNDER THE OUT-OF-SQUARE ECCENTRIC COMPRESSION. International Journal for Computational Civil and Structural Engineering, 14(3), 126-135. https://europub.co.uk/articles/-A-576646