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Description
  • The modern bridge girders are of plated character for which the beamtype analysis is inadequate. This is why the three-dimensional approach applying advanced computational analyses must be used to obtain the true 3D structural performance. The paper is directed to the cross section warping effect and to the warping induced long term prestressing loss due to creep of concrete. It is shown that the severity of cross section warping is of fundamental importance, particularly in the case of unevenly distributed and isolated tendons in cross-section and in the case of short spans. Thus it will be appropriate to introduce a new component of the prestress loss – the prestress loss due to creep of concrete induced by cross section warping
  • The modern bridge girders are of plated character for which the beamtype analysis is inadequate. This is why the three-dimensional approach applying advanced computational analyses must be used to obtain the true 3D structural performance. The paper is directed to the cross section warping effect and to the warping induced long term prestressing loss due to creep of concrete. It is shown that the severity of cross section warping is of fundamental importance, particularly in the case of unevenly distributed and isolated tendons in cross-section and in the case of short spans. Thus it will be appropriate to introduce a new component of the prestress loss – the prestress loss due to creep of concrete induced by cross section warping (en)
Title
  • The Cross-section Warping Effect with the Associated Creep-Induced Deformations
  • The Cross-section Warping Effect with the Associated Creep-Induced Deformations (en)
skos:prefLabel
  • The Cross-section Warping Effect with the Associated Creep-Induced Deformations
  • The Cross-section Warping Effect with the Associated Creep-Induced Deformations (en)
skos:notation
  • RIV/68407700:21110/14:00206302!RIV15-GA0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP104/11/1301)
http://linked.open...iv/cisloPeriodika
  • 0
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 9262
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/14:00206302
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • concrete; creep; loss; prediction models; prestress; warping (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV
  • [7F9187EAA73F]
http://linked.open...i/riv/nazevZdroje
  • Advances in Engineering Software
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http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 72
http://linked.open...iv/tvurceVysledku
  • Křístek, Vladimír
  • Kadlec, Lukáš
http://linked.open...ain/vavai/riv/wos
  • 000335707200022
issn
  • 0965-9978
number of pages
http://bibframe.org/vocab/doi
  • 10.1016/j.advengsoft.2013.06.015
http://localhost/t...ganizacniJednotka
  • 21110
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