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Quasi-Static Failure Criteria for Concrete / Quasi-Statyczne Kryteria Zniszczenia Betonu

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 2, v. 56
Page(s): 123-154
DOI: 10.2478/v.10169-010-0007-8
Abstract:

The behaviour of concrete under quasi-static loadings for uniaxial compression, tension and plane stress conditions is studied. The failure criteria of concrete are discussed as well as the methods of constitutive parameters identification are elaborated. The attention is focus on an energetic interpretation of selected failure criteria. The numerical example with concrete damage plasticity material model is shown

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: 10.2478/v.10169-010-0007-8.
  • About this
    data sheet
  • Reference-ID
    10477064
  • Published on:
    16/11/2020
  • Last updated on:
    16/11/2020
 
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