@misc{Zając_Jakub_Experimental,
 author={Zając, Jakub and Drobiec, Łukasz and Jasiński, Radosław and Wieczorek, Mirosław and Kisiołek, Artur},
 howpublished={online},
 publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego},
 language={eng},
 abstract={Vector II slab was tested on a natural scale (a slab with a dimension of 6.30 x 6.30 m) and a strip 6.30 m long and 1.20 m wide. The Vector II slab is built by precast panel 60 cm wide, 4 cm thick and 14-20 cm thick concrete overtopping on the construction site. The main purpose of the slab tests on a natural scale was to observe the "faulting" effect and temporary deflections. During the tests, the displacements in the area of the panel joints in the middle of the slab span were recorded.},
 abstract={The maximum difference in displacement between adjacent panels of the slab model was 0.16 mm, and the vertical displacement was 1.9 mm. The strip model had no cracks that could indicate a interface cracks between the precast element and the concrete overlay. After completion of the field tests, the load was left on the slab model to verify long-term effects.},
 type={artykuł},
 title={Experimental Tests of the Vector II Slab in Field Conditions, Slab and Strip Model},
 keywords={crack pattern, flexural analysis, interface, precast, slab, short-term load, pęknięcie, zginanie, prefabrykaty, płyty, obciążenie krótkotrwałe},
}