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La influencia del diagrama tensión deformación en el cálculo a flexión de secciones realizadas con hormigones de altas resistencias

Author(s):

Medium: journal article
Language(s): Spanish
Published in: Hormigón y acero, , n. 191, v. 45
Page(s): 161-166
Abstract:

The influence of the tensile deformation diagram in the calculation of bending of high strength concrete sections

The size and verification of reinforced concrete sections, is determined by the tensile deformation diagram adopted for the concrete. Some standards, such as the MC-90 and the ACI code, consider different diagrams for the normal strength concretes and high strength concretes. The present communication analyses the more important aspects which affect the different diagrams, and reaches the conclusion that at a theoretical level the conditional aspects for rectangular sections of reinforced concrete subjected to beding are thelimit moment and the limit quantyry. However, from a practical point of view, the said aspects are not very relevant, given the considerable geometrical quantities that lead to the limit quantity.

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
    10076113
  • Published on:
    12/11/2018
  • Last updated on:
    28/11/2018
 
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