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UDK: 624.016:624.011.1+624.012.4
DOI: n/a

Published: Građevinar 63 (2011) 7
Paper type: Original scientific paper
Download article (Croatian): PDF
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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
analytical model, time failure, shear connector, sliding module, composite structure, wood - concrete

HOW TO CITE THIS ARTICLE:

Lozančić, S., Takač, S., Klečina, M. B.: Analytic modelling of connection flow for a wood - concrete composite structure, GRAĐEVINAR, 63 (2011) 7

OR:

Lozančić, S., Takač, S., Klečina, M. B. (2011). Analytic modelling of connection flow for a wood - concrete composite structure, GRAĐEVINAR, 63 (7)
Authors:

Silva Lozančić
University of J. J. Strossmayer in Osijek,
Faculty of Civil Engineering

Stjepan Takač
University of J. J. Strossmayer in Osijek,
Faculty of Civil Engineering

Mirjana Bošnjak Klečina
University of J. J. Strossmayer in Osijek,
Faculty of Civil Engineering