Shear Connection in Composite Trusses

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F06%3A00124828" target="_blank" >RIV/68407700:21110/06:00124828 - 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

Shear Connection in Composite Trusses

Original language description

Simple theoretical modelling of a composite truss using both plastic and elastic approach is described. Numerical non-linear analysis of shear flow between concrete slab and steel truss girder for various shear resistance of the connectors and various load-slip diagrams are presented. Distribution of local shear forces developed at truss nodes in elastic and plastic region is analysed with respect to load level. In conclusion information concerning level of plastic redistribution of shear forces along the connection of the truss and concrete slab in accordance with full or partial shear connection and ductility of the connectors is presented.

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

<a href="/en/project/GA103%2F05%2F2003" target="_blank" >GA103/05/2003: Factors influencing the behaviour and limit states of materially mixed structures</a><br>

Continuities

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

Publication year

2006

Confidentiality

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

Article name in the collection

Advanced Engineering Design AED 2006

ISBN

80-86059-44-8

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

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Publisher name

ČVUT

Place of publication

Praha

Event location

Prague

Event date

Jun 11, 2006

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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