Detail publikace
Application of B3 prdiction model to analyze prestress loss in prestressed concrete members
VRÁBLÍK, L. KŘÍSTEK, V. TEPLÝ, B.
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.
Dokumenty
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"
}