Hrčak
Portal znanstvenih časopisa Republike Hrvatske
Građevinar, Vol.63 No.07. Srpanj 2011.
Izvorni znanstveni članak
Analytic modelling of connection flow for a wood - concrete composite structure
Silva Lozančić
Stjepan Takač
Mirjana Bošnjak Klečina
Puni tekst: pdf (362 KB),
Hrvatski,
Str. 633 - 639
,
Sažetak
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.
Ključne riječi
composite structure; wood - concrete; analytical model; time failure; shear connector; sliding module
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