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Description
  • Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force to satisfy stress as well as deformation limits. Commonly used obsolete computational routines and methods neglect or incorrectly describe real effects and the results obtained by measurements on real structures have been found. The paper is directed to long term prestressing losses due to creep, shrinkage and cross section warping.
  • Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force to satisfy stress as well as deformation limits. Commonly used obsolete computational routines and methods neglect or incorrectly describe real effects and the results obtained by measurements on real structures have been found. The paper is directed to long term prestressing losses due to creep, shrinkage and cross section warping. (en)
Title
  • Application of B3 prdiction model to analyze prestress loss in prestressed concrete members
  • Application of B3 prdiction model to analyze prestress loss in prestressed concrete members (en)
skos:prefLabel
  • Application of B3 prdiction model to analyze prestress loss in prestressed concrete members
  • Application of B3 prdiction model to analyze prestress loss in prestressed concrete members (en)
skos:notation
  • RIV/00216305:26110/12:PU102996!RIV13-MSM-26110___
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  • I
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  • 123266
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  • RIV/00216305:26110/12:PU102996
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  • prestress loss in prestressed concrtete members (en)
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  • [F563056A6C73]
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  • Vienna
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  • Vídeň, Rakousko
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  • 3rd International Symposium on Life-Cycle Civil Engineering
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  • Křístek, Vladimír
  • Teplý, Břetislav
  • Vráblík, Lukáš
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number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-0-415-62126-7
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  • 26110
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