Open AccessEXPERIMENTAL-THEORETICAL CALCULATION OF THE STRESS-DEFORMED STATE OF THE BAR ON THE ELASTIC BASIS
Author(s) -
V. Shatohin,
E. N. Yakovlev,
Hanna Levenko,
Z. Honcharova
Publication year - 2021
Publication title -
komunalʹne gospodarstvo mìst
Language(s) - English
Resource type - Journals
eISSN - 2522-1817
pISSN - 2522-1809
DOI - 10.33042/2522-1809-2021-1-161-32-37
Subject(s) - slab , stiffness , structural engineering , base (topology) , foundation (evidence) , elasticity (physics) , beam (structure) , stress field , stress (linguistics) , engineering , finite element method , mathematics , materials science , mathematical analysis , linguistics , philosophy , archaeology , composite material , history
Any strip foundation, and sometimes a slab foundation can be consideredas a be a mon an elastic base. And if with calculation of a beam – the tape base problems practically do not a rise because loading on the tape base as a rule is evenly distributed, and means and the base be haves, a sabsolutelyrigid beam. Then when considering a section of the foundation with unevenlyapplied load, some problems may arise.Today there are many publications on studies of the use of beams with an elastic base in the field of construction and the application of the features of the method of calculating the stress-strain state in the field of design. As is known, from classical soil mechanics, when a load is applied to a flexible slab, its center gives a draft of 1.24-1.57 times greater than the edges. Note that this effect can be explained by the contour work of the base and its uneven stiffness in the central and peripheral zone of the slab foundation.It should be noted that today in most cases the method of BN Zhemochkin [6] is used as the basis for the analytical solution of the problem of the interaction of the beam with the elastic base, which combines an engineering approach and strict solutions of the theory of elasticity. According to research, the method is based on the replacement of the continuous problem of the interaction of the foundation beam with the soil base, discrete, with a limited number of calculated sections within the beam and approximation of the smooth reactive pressure curve stepped with a constant value within a single section. Such simplifications allow to calculate various engineering problems on interaction of beams and plates, including with difficult geometry with the set degree of accuracy, bypassing difficult differential and integral calculations.