0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Análisis en el tiempo de secciones de hormigón pretensado: Pérdidas de pretensado por retracción y fluencia. Influencia de la armadura pasiva

Author(s):
Medium: journal article
Language(s): Spanish
Published in: Hormigón y acero, , n. 211, v. 50
Page(s): 85-96
Abstract:

Time-dependent analysis of prestressed concrete cross-sections: Creep and shrinkage prestressing lasses, and the influence of passive reinforcement

This paper studies the time-dependent behaviour due to creep and shrinkage of prestressed concrete cross-sections, in a simple hut accurate way. The analysis is an extension of a previous work for non-cracked reinforced concrete cross-sections. It focuses mainly on the evaluation of the creep and shrinkage prestressing losses. One conclusion is that passive reinforcement has a certain significance for such losses. However. normally, this tactor is not taken into account in their calculation: specially for compression reinforcement. which tends to increase these losses. The present analysis includes this factor in an inherent way and finally leads to several formulae for the losses: one more accurate and other two simplified. Results from the proposed formulae are compared with those derived from another well-known formulae for different reinforcement ratios.

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
    10075935
  • Published on:
    03/11/2018
  • Last updated on:
    03/11/2018
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine