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Non-linear finite element strategies for bridge slabs

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Colloquium: Advanced Mechanics of Reinforced Concrete, Delft, The Netherlands, 1981
Published in:
Year: 1981
DOI: 10.5169/seals-26895
Abstract: Bridge slabs have to carry repeated applications of heavy concentrated loading. Simple modelling strategies for realistic post-cracking analysis are presented with results from two element formulations. Acceleration techniques and criteria for establishing convergence are discussed.
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: 10.5169/seals-26895.
  • About this
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  • Reference-ID
    10545076
  • Published on:
    14/01/2021
  • Last updated on:
    19/02/2021
 
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