THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS

The authors constructed a mathematical model of a dynamic process in a loaded beam on the elastic Winkler foundation in a sudden formation of a defect in the form of a change in the boundary conditions. The solution of the static problem of bending of the beam pinched at the ends served as the initi...

Full description

Bibliographic Details
Main Authors: Gordon Vladimir A., Pilipenko Olga V., Trifonov Vladimir A.
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201818803008
id doaj-art-1f323ecd6b434253b196c77736e66ab2
recordtype oai_dc
spelling doaj-art-1f323ecd6b434253b196c77736e66ab22018-08-21T13:04:33ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011880300810.1051/matecconf/201818803008matecconf_iceaf-v2018_03008THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONSGordon Vladimir A.Pilipenko Olga V.Trifonov Vladimir A.The authors constructed a mathematical model of a dynamic process in a loaded beam on the elastic Winkler foundation in a sudden formation of a defect in the form of a change in the boundary conditions. The solution of the static problem of bending of the beam pinched at the ends served as the initial condition for the process of forced vibrations hinged supported at the ends of a beam, which arose after a sudden break in the connections that prevented the rotation of the end sections. The authors determined the dynamic increments of stresses in a beam for various combinations of a beam and foundation parameters.https://doi.org/10.1051/matecconf/201818803008
institution Open Data Bank
collection Open Access Journals
building Directory of Open Access Journals
language English
format Article
author Gordon Vladimir A.
Pilipenko Olga V.
Trifonov Vladimir A.
spellingShingle Gordon Vladimir A.
Pilipenko Olga V.
Trifonov Vladimir A.
THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS
MATEC Web of Conferences
author_facet Gordon Vladimir A.
Pilipenko Olga V.
Trifonov Vladimir A.
author_sort Gordon Vladimir A.
title THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS
title_short THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS
title_full THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS
title_fullStr THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS
title_full_unstemmed THE REACTIONS OF THE «BEAM – FOUNDATION» SYSTEM TO THE SUDDEN CHANGE OF THE BOUNDARY CONDITIONS
title_sort reactions of the «beam – foundation» system to the sudden change of the boundary conditions
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The authors constructed a mathematical model of a dynamic process in a loaded beam on the elastic Winkler foundation in a sudden formation of a defect in the form of a change in the boundary conditions. The solution of the static problem of bending of the beam pinched at the ends served as the initial condition for the process of forced vibrations hinged supported at the ends of a beam, which arose after a sudden break in the connections that prevented the rotation of the end sections. The authors determined the dynamic increments of stresses in a beam for various combinations of a beam and foundation parameters.
url https://doi.org/10.1051/matecconf/201818803008
_version_ 1612681166951809024