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Description
  • Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force (including losses and their time development) 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 analysis based on these methods are thus necessarily wrong. Great differences from 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 (including losses and their time development) 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 analysis based on these methods are thus necessarily wrong. Great differences from 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
  • Numerical simulations of prestress loss due to creep and shrinkage in singular regions of concrete members
  • Numerical simulations of prestress loss due to creep and shrinkage in singular regions of concrete members (en)
skos:prefLabel
  • Numerical simulations of prestress loss due to creep and shrinkage in singular regions of concrete members
  • Numerical simulations of prestress loss due to creep and shrinkage in singular regions of concrete members (en)
skos:notation
  • RIV/68407700:21110/12:00204359!RIV14-GA0-21110___
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  • P(GAP104/11/1301)
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  • 155068
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  • RIV/68407700:21110/12:00204359
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  • Prestressing; concrete; creep; cross section warping (en)
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http://linked.open...ontrolniKodProRIV
  • [D533EAC5D5F9]
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  • Stresa, Laggo Magiore
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  • London
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  • Bridge Maintenance, Safety, Management, Resilience and Sustainability
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  • Křístek, Vladimír
  • Vráblík, Lukáš
  • Loško, Jan
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • Taylor & Francis
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  • 978-0-415-62124-3
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  • 21110
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