Design of shear connection in composite steel and concrete truss bridges
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00198769" target="_blank" >RIV/68407700:21110/12:00198769 - isvavai.cz</a>
Result on the web
<a href="http://www.code2012.org" target="_blank" >http://www.code2012.org</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Design of shear connection in composite steel and concrete truss bridges
Original language description
Optimum design of shear connection between steel truss and concrete slab is the main purpose of this paper. Numerical approach is based on 3D materially non-linear analysis using ANSYS software package, with experimental verification of the modelling. Following parametrical investigation concerns the elastic distribution of the shear flow corresponding to design level of bridge loading and Eurocode 4 approach. Parametric studies and an attempt of optimum design are demonstrated, resulting in recommendations for practical design.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů