Longitudinal Shear in Composite Steel and Concrete Trusses

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00157125" target="_blank" >RIV/68407700:21110/09:00157125 - 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

Longitudinal Shear in Composite Steel and Concrete Trusses

Original language description

The distribution of longitudinal shear along an interface between steel and concrete of composite trusses is presented. The investigation started with tests of two steel and concrete composite truss girders. Experimental results have served for calibration of non-linear 3D numerical FE model formulated using ANSYS software package. More than 30 variants of shear connections of a simple truss have been studied, having various load-slip relationship. Comparison of the numerical results with proposals given in Eurocode 4 and influence of shear connection densification above truss nodes are discussed in a detail.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2009

Confidentiality

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

Name of the periodical

Engineering Structures

ISSN

0141-0296

e-ISSN

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Volume of the periodical

31

Issue of the periodical within the volume

6

Country of publishing house

GB - UNITED KINGDOM

Number of pages

8

Pages from-to

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UT code for WoS article

000266865400005

EID of the result in the Scopus database

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