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Shear Lag Effect In The Numerical Experiment

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 3, v. 61
Page(s): 31-50
DOI: 10.1515/ace-2015-0023
Abstract:

The standard PN-EN 1993-1-5: 2008 (Eurocode 3) compared with the standard (PN-B-03200: 1990) used previously in Poland, introduces extended rules referring to the computations of the bearing capacity of the plated structural elements including the shear lag effect. The stress distribution in the width flanges is variable. Therefore in the case of the beam with the shear lag effect cannot be calculated by the classic beam theory.

In this article a comparison of the results of the calculations of forces distribution, stresses and displacement according to the rule presented in PN-EN 1993 and results of the numerical computations for 3D model (using finite element method) is presented. The elastic shear lag effects, the elastic shear lag effects including effects of the plate buckling and the elastic-plastic shear lag effects including the local instabilities were analysed. The calculations were performed for beams with a small and a large span and an influence of stiffeners was analysed.

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: 10.1515/ace-2015-0023.
  • About this
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  • Reference-ID
    10476896
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020