Composite steel and concrete truss girder

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00180259" target="_blank" >RIV/68407700:21110/11:00180259 - 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

Composite steel and concrete truss girder

Original language description

The aim of this research is development and analysis of composite steel and concrete truss girder. The composite girders have been used both in civil and bridge engineering structures for decades. Nevertheless, their behaviour is not yet understood sufficiently. A dominant phenomenon for designing of the composite truss girder is distribution of the longitudinal shear force in shear connector elements along the girder span. Both elastic and plastic approaches may be used but in some cases the elastic one is a necessity. In this case the highly non-linear distribution and peaks of shear flow in the vicinity of truss nodes is of the highest interest. The contribution deals with approaches to designing of shear connection both in civil and bridges structures.

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

<a href="/en/project/GD103%2F08%2FH066" target="_blank" >GD103/08/H066: Theory of Mixed Building Techniologies</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2011

Confidentiality

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

Article name in the collection

Young Scientist 2011

ISBN

978-80-553-0639-1

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

1-6

Publisher name

Stavebná fakulta TÚ

Place of publication

Košice

Event location

Herlany

Event date

Apr 5, 2011

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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