FATIGUE OF A ROADWAY SLAB OF HIGHWAY BRIDGES WITH WELDED ROD MESHES

Abstract

The problem of prefabricated reinforcing meshes with contact welding application for roadway slabs of highway bridges is considered. The experimental study results for welded joints of reinforcement bars and full-size samples of reinforced concrete slab are given. The possibility of the use of welded meshes as alternative to "knitted" is shown