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Analytic modelling of connection flow for a wood - concrete composite structure

Lozancic, S ; Takac, S ; Klecina, M B

Građevinar (Zagreb), 2011-07, Vol.63 (7), p.633-639

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Título:
Analytic modelling of connection flow for a wood - concrete composite structure
Autor: Lozancic, S ; Takac, S ; Klecina, M B
Assuntos: Composite structures ; Connectors ; Joints ; Mathematical analysis ; Mathematical models ; Packages ; Rheological properties
É parte de: Građevinar (Zagreb), 2011-07, Vol.63 (7), p.633-639
Notas: ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
Descrição: The definition of an analytic time failure model, or the rheological connector sliding module, is presented for the wood-concrete composite structure subjected to constant load. The analytical model is based on experimental testing of rheological behaviour, i.e. behaviour after constant long-term load, of the wood-concrete composite, where connection has been achieved using special-type shear connectors. The results are described by analytical model using the program package Mathematica.
Idioma: Croatian

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