Research article
Vol. 14 No. 3 (2018): International Journal for Computational Civil and Structural Engineering
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
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
DOI:
https://doi.org/10.22337/2587-9618-2018-14-3-126-135Keywords:
numerical methods, finite element method, reinforced concrete structures, plug-in joint, stress-strain stateAbstract
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.
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Published
2018-09-28
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Research article
How to Cite
Sokolov, B. S., & Troshkov, E. O. (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://doi.org/10.22337/2587-9618-2018-14-3-126-135
Keywords
numerical methods, finite element method, reinforced concrete structures, plug-in joint, stress-strain state
