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Modelado numérico de la fisuración por corrosión de armaduras

Author(s):

Medium: journal article
Language(s): English, Spanish
Published in: Hormigón y acero, , n. 175, v. 41
Page(s): 127-132
Abstract:

Numerical modelling of concrete cracking induced by reinforcement wear

A finite element numerical procedure is presented in order to model the response of concrete to the volume changes induced by reinforcement wear. In order to represent the change of volume and mechanical properties a thermoelastic analogy has been implemented as well as an accurate numerical procedure to follow the evolution of the stiffness degradation. A asymetric example is presented as well as some comments on the correspondence with experimental measurements.

Available from: ACHE - Asociación Española de Ingeniería Estructural
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10076300
  • Published on:
    27/02/2019
  • Last updated on:
    27/02/2019
 
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