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Local vertical compressive stress in the crane runway beam web

Author(s):
ORCID

Medium: journal article
Language(s): English
Published in: Budownictwo i Architektura, , n. 4, v. 21
Page(s): 051-066
DOI: 10.35784/bud-arch.3231
Abstract:

In this paper, the authors analysed several variants of connections between a block rail (60 mm × 60 mm) and a crane runway beam (IKS 800-6). They compared local vertical compressive stress in the crane runway beam web, calculated using an analytical approach and numerical simulations. In the case of the continuous block rail rigidly fixed to the beam flange, satisfactory convergence was obtained. For the remaining types of connections the results based on the analytical method were different from the results of the numerical simulations. The difference resulted from the fact that the analytical method did not take into account the crane rail joint. Furthermore, the impact of the elastomeric bearing pad on the local stress value was taken into account in a simplified manner in the analytical method by increasing the effective length by approximately 30%. The local vertical compressive stress in the crane runway beam web was significantly affected by the connection between the rail and the crane runway beam, the crane rail joint type, the use of the elastomeric bearing pad, the length of the elastomeric bearing pad, and the crane rail wear.

Copyright: © 2022 Łukasz Polus, Marcin Chybiński, Zdzisław Kurzawa
License:

This creative work has been published under the Creative Commons Attribution-ShareAlike 4.0 International (CC-BY-SA 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given and the same license is used as for the original work (the above link must be included). Any alterations to the original must also be mentioned.

  • About this
    data sheet
  • Reference-ID
    10713828
  • Published on:
    21/03/2023
  • Last updated on:
    10/05/2023
 
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