Detail publikace

Application of B3 prdiction model to analyze prestress loss in prestressed concrete members

Originální název

Application of B3 prdiction model to analyze prestress loss in prestressed concrete members

Anglický název

Application of B3 prdiction model to analyze prestress loss in prestressed concrete members

Jazyk

en

Originální abstrakt

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.

Anglický abstrakt

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.

BibTex


@inproceedings{BUT98557,
  author="Lukáš {Vráblík} and Vladimír {Křístek} and Břetislav {Teplý}",
  title="Application of B3 prdiction model to analyze prestress loss in prestressed concrete members",
  annote="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.",
  booktitle="3rd International Symposium on Life-Cycle Civil Engineering",
  chapter="98557",
  howpublished="electronic, physical medium",
  year="2012",
  month="october",
  pages="1401--1406",
  type="conference paper"
}