Experimental Tests of the Vector II Slab in Field Conditions, Slab and Strip Model
| Author(s): |
Jakub Zając
(Silesian University of Technology , Gliwice , Poland)
Łukasz Drobiec (Silesian University of Technology , Gliwice , Poland) Radosław Jasiński (Silesian University of Technology , Gliwice , Poland) Mirosław Wieczorek (Silesian University of Technology , Gliwice , Poland) Artur Kisiołek (Wielkopolska Higher School of Social Sciences and Economics, Środa Wielkopolska , Poland) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, March 2021, n. 1, v. 31 |
| Page(s): | 54-69 |
| DOI: | 10.2478/ceer-2021-0004 |
| Abstract: |
Vector II slab was tested on a natural scale (a slab with a dimension of 6.30 × 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. 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. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10705098 - Published on:
19/02/2023 - Last updated on:
10/05/2023
