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Ermüdungsfestigkeit von Lamellenstößen bei Vollwandträgern mit dicken Gurten - Experimentelle und numerische Untersuchungen

Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 3, v. 84
Page(s): 203-212
DOI: 10.1002/stab.201510254
Abstract:

Fatigue resistance of lamella joints of plated steel girders with thick flanges - experimental and numerical investigations.

Experimental and numerical investigations on the fatigue resistance of lamella joints of plated steel girders with thick flanges This article presents the research results of the experimental and numerical investigations on the fatigue resistance of lamella joints of plated steel girders with thick flanges. The focus lies on the influence of the size plate thicknesses on the fatigue resistance welded butt joint assembled on site. The investigations show that the location of the notch, weld toe or end grove weld, has a strong impact on the fatigue resistance and also that certain irregularities e.g. at the end grove weld do not necessarily lead to a reduction of the detail category. On the basis of the experiments and numerical studies the possible classification into a detail category for the fatigue design is derived for the welded lamella joints.

Keywords:
road bridges steel bridge construction railroad bridges rail bridges steel bridge lamella joint shock lamella lamellar belt field joint fatigue tests notch stresses
Available from: Refer to publisher
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: 10.1002/stab.201510254.
  • About this
    data sheet
  • Reference-ID
    10071528
  • Published on:
    28/02/2015
  • Last updated on:
    28/02/2015
 
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