EXPERIMENTAL AND NUMERICAL STUDY OF THE "BISON" POWER DECK USED AS A PERMANENT FORMWORK
EXPERIMENTAL AND NUMERICAL STUDY OF THE "BISON" POWER DECK USED AS A PERMANENT FORMWORK
DOI:
https://doi.org/10.22337/2587-9618-2026-22-3-35-44Keywords:
FE model, ANSYS, profiled steel deck, non-removable formwork, reinforced concrete, composite plate, boundary conditions, non-linearity of steel, vertical deflectionAbstract
To conduct the research in this work, the BISON reinforcing deck was selected, this deck is used for the construction of steel-reinforced concrete floors as a permanent formwork. Its difference from the common types of deck used in the Russian Federation is the height of the profile and the configuration of the section, which reduces material consumption and affects its strength characteristics and, as a result, increases its bearing capacity and makes it possible to build longer spans without using intermediate supports.
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