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Finite Element Modeling of Camber of Prestressed Concrete Beams

Author(s):
Medium: journal article
Language(s): Russian
Published in: International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, , n. 4, v. 13
Page(s): 58-65
DOI: 10.22337/2587-9618-2017-13-4-58-65
Abstract:

For large-span reinforced concrete beam structures developed by the method of determining the camber due to the prestressing of a steel rope on the concrete. Performed numerical experiments to study the impact of various schemes layout prestressed reinforcement without bonding with concrete on the distribution of the relief efforts along the path of the reinforcement.

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: 10.22337/2587-9618-2017-13-4-58-65.
  • About this
    data sheet
  • Reference-ID
    10336184
  • Published on:
    02/08/2019
  • Last updated on:
    02/08/2019
 
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