Open AccessNUMERICAL STUDY OF REINFORCED CONCRETE PLATES IN THE PRESSURE AREA
Author(s) -
Z Sh Galyautdinov
Publication year - 2021
Publication title -
vestnik sgasu. gradostroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
ISSN - 2304-0491
DOI - 10.17673/vestnik.2021.03.01
Subject(s) - slab , punching , cmin , column (typography) , structural engineering , pyramid (geometry) , materials science , reinforced concrete , geometry , mathematics , composite material , engineering , cmax , bioinformatics , connection (principal bundle) , biology , bioavailability
Here is the description of fi nite elementmodels of joints between reinforced concrete slab and column, made in the SIMULIA ABAQUS software package. The variable parameters were the ratio of the sides of the column cmax/cmin and the ratio of the side of the column to the eff ective depth c/h0. The calculation is performed in a non-linear formulation. Finite elementmodels showed realistic behavior: a punching shear pyramid was detected. It was found a signifi cant unevenness in the distribution of tangential deformations, as well as the main compressive deformations of the concrete slab near the column. The nature of the formation and development of the punching shear pyramid depends on the value of the ratio of the sides of the column cmax/cmin and the ratio of the side of the column to the eff ective depth slab c/h0.