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, No. 2 , 2017 , pp. 4 – 51 . [18] Sokol M. , Venlar M. System identification of a composite beam , Pollack Periodica , Vol. 12

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is limited in reinforced concrete elements and composite beams [ 18 , 19 ]. In general, the behavior of structural elements including RA is similar to structural elements including normal aggregate, but there is a reduction in ultimate strength

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, pages 1 – 12 . [37] Sokol M. , Venglár M. System identification of a composite beam , Pollack Periodica , Vol. 12 , No. 3 , 2017

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Pollack Periodica
Authors: Peter Michalek, Jakub Kralovanec, and Jan Bujnak

this type of composite structures. The suitable method to found the shear connection properties could be full-scale composite beam tests, but quite a time-consuming and rather costly [ 1 ]. Therefore push-out test were implemented in the research [ 2

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-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections ,” Pollack Period. , vol. 8 , no. 1 , pp. 3 – 14 , 2013 . 10.1556/Pollack.8

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