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Reinforcement of concrete pavement slabs with steel reinforcing mesh (KARI mesh) has been regularly used in the Czech Republic. Reinforcing mesh is used for atypical shapes and non-standard (larger) dimensions of pavement slabs (intersections, runways, transhipment areas, etc.). The placement of mesh across the thickness of the slab varies in designs (top, bottom or both surfaces, eventually in centre). The mesh has a positive effect on cracking occurrence during concrete hardening. It is assumed that the reinforcing meshes also contribute to the reduction of tensile stresses caused by cyclic loading from traffic and temperature. The amount of the reduction in concrete depends on the mesh positioning, but also on the specific loading conditions. In this paper, the FEM analysis of concrete pavements with steel reinforcing mesh is carried out. The reduction of maximal value of tensile stress induced by overweight vehicles, temperature and their combination is inspected while using different mesh positioning. The slab dimensions used in the simulation are larger than the usual highway slabs, the dimensions are based on the real transhipment area pavement. The contribution of the reinforcement to limitation of the maximum tensile stress in the pavement due to different reinforcing mesh positioning was determined.

Twin-screw pumps employ clearances between both screws and screw rotors and housing, which cause backflow as function of pressure differential. Reduction of this flow can be reached by proper geometry design. For the experimental investigation, the scaled model 1:2 of the screws section was produced with trapezoidal tooth profile in two modifications differing in tooth width and pitch. Measurement of flow characteristics of non-rotating twin-screw model was carried out for validation and possible corrections of the 3D CFD model. The testing was done with non-Newtonian liquid met in the food industry and additionally also with water. Experimental data were partly compared with results obtained from numerical simulations.