Original scientific paper

Research of the rheological slipping module on the composite wood-concrete structure samples

Silva Lozančić ; J. J. Strossmayer University of Osijek, Faculty of Civil Engineering Osijek, 16 a Drinska, 31000 Osijek, Croatia
Stjepan Takač ; J. J. Strossmayer University of Osijek, Faculty of Civil Engineering Osijek, 16 a Drinska, 31000 Osijek, Croatia
Mirjana Bošnjak Klečina ; J. J. Strossmayer University of Osijek, Faculty of Civil Engineering Osijek, 16 a Drinska, 31000 Osijek, Croatia

Abstract

This paper researches rheological behaviour of a wood-concrete structure connected by dowels of a particular kind, i.e., behaviour under long-term constant load. In order to determine yielding of the joint, i.e. of slipping module, samples with two joint dowels were examined. Also, compounds with two diameter sizes of single dowels of particular types E48M12 and E75M16 were tested. Besides the impact of the dowel's size on the joint deformability, we also monitored the impact of indoor physical conditions on the behaviour of the composite structure.

Keywords

concrete; composite structures; dowel; rheological behaviour; slipping; wood

Hrčak ID:

59639

URI

https://hrcak.srce.hr/59639

Publication date:

30.9.2010.

Article data in other languages: croatian

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