Experimental Measurements on Two-Span Steel-Concrete Composite Beam with Post Tensioned Slab

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00219658" target="_blank" >RIV/68407700:21110/14:00219658 - 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

Experimental Measurements on Two-Span Steel-Concrete Composite Beam with Post Tensioned Slab

Original language description

Prestressing of the slab of steel-concrete composite structures has always been a very discussed topic. However a reasonable degree of prestressing, the way how the shear connection between the slab and the steel beam is realised and mostly the age of concrete in the time of prestressing and time of subsequent activation of shear connection can minimize the most of the concerned negative contribution of prestressing and gain the most of positive features that prestressing and diversity of two basic materials can bring. Deeper knowledge about this `new? type of structures can enhance the range of its use and open new possibilities in design and construction on a building site. This paper deals with measurements during a bending test up to the reaching of bearing capacity of the beam.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2014

Confidentiality

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

Article name in the collection

PhD Workshop - Proceedings

ISBN

978-80-01-05471-0

ISSN

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e-ISSN

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Number of pages

6

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 16, 2014

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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