Original scientific paper

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

Silva Lozančić
Stjepan Takač
Mirjana Bošnjak Klečina

Abstract

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.

Keywords

composite structure; wood - concrete; analytical model; time failure; shear connector; sliding module

Hrčak ID:

71373

URI

https://hrcak.srce.hr/71373

Publication date:

28.7.2011.

Article data in other languages: croatian

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