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Radialgelenklager als Komponenten des Steuerstabsystems Meyer/Wunstorf - Versuchsergebnisse zur Dauerhaftigkeit von Radialgelenklagern unter wiederholten Lasten

Author(s):


Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 3, v. 84
Page(s): 195-202
DOI: 10.1002/stab.201510249
Abstract:

Radial spherical plain bearings as components of the control-rod system Meyer/Wunstorf - Durability test results of radial spherical plain bearings exposed to cyclic loading.

Since the mid-70s in Germany the control-rod system "Meyer/Wunstorf" is a proven design of a longitudinal bridge support system especially for railway bridges. Horizontal forces due to braking and acceleration can thus be evenly distributed to both abutments. In contrast to one-sided longitudinal supported bridges also the temperature-related linear expansion of the superstructure can be distributed equally to both abutments by realizing a fictitious zero point of strain in the middle of the bridge. Thus, larger spans with continuous rails, without rail expansions, can be built. The kinematic control-rod design incorporates some highly loaded hinge pin connections for which so-called radial spherical plain bearings (RGL) are used. For civil constructions these bearings are rather unusual, hitherto not regulated and currently requiring technical and corporate approvals for individual cases (ZiE/UiG). This paper reports - including a short introduction to the topic - on the results of durability tests on RGL, which have been carried out in 2014 by the Chair for Metal Structures of the TU München (Technical University of Munich) in the context of technical approvals for current projects of the Deutsche Bahn.

Keywords:
durability railroad bridge rail bridge Meyer/Wunstorf control-rod system longitudinal bridge support hinge pin connection
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.201510249.
  • About this
    data sheet
  • Reference-ID
    10071526
  • Published on:
    28/02/2015
  • Last updated on:
    28/02/2015
 
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