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Dynamic Effects in the Beam on an Elastic Foundation Caused by the Sudden Transformation of Supporting Conditions

Author(s):



Medium: journal article
Language(s): ru 
Published in: International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, , n. 4, v. 14
Page(s): 27-47
DOI: 10.22337/2587-9618-2018-14-4-27-47
Abstract:

A mathematical model of a dynamic process in a loaded beam on an elastic Winkler base with the sudden formation of a defect in the form of a change in the boundary conditions is constructed. The solution of the static problem of bending of the beam fixed at the ends serves as the initial condition for the process of forced vibrations hinged supported at the ends of the beam, which arose after a sudden break in the bonds that prevented the rotation of the end sections. Dynamic increments of stresses in the beam for various combinations of beam and foundation parameters are determined. determined.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.22337/2587-9618-2018-14-4-27-47.
  • About this
    data sheet
  • Reference-ID
    10336128
  • Published on:
    02/08/2019
  • Last updated on:
    02/08/2019