Prestressing Losses in Sungular Struture Areas and the Cross Section Warping Effect ? Full Scale Test

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00206295" target="_blank" >RIV/68407700:21110/13:00206295 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Prestressing Losses in Sungular Struture Areas and the Cross Section Warping Effect ? Full Scale Test

Original language description

Reliable design of prestressed concrete elements and structures have to 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 misleading ? great differences from results obtained by measurements on real structures have been found. After 50 years of precast concrete members used for Vienna metro is possible to compare real outputs from full scale test with theory for prestressing force determination include the new approaches for real 3D behaviour.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2013

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

PhD Workshop

ISBN

978-80-01-05236-5

ISSN

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e-ISSN

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Number of pages

7

Pages from-to

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Publisher name

České vysoké učení technické v Praze, Fakulta stavební

Place of publication

Praha

Event location

Praha

Event date

May 24, 2013

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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