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.