STRESS-STRAINSTATE OF THE FLEXIBLE ELEMENT WITH COMPOSITE UNREMOVABLE FORMWORK

Abstract

The article deals with the work under load of a bent reinforced concrete girder element with a fixed formwork made of cement-bonded particleboard reinforced with. The main strength and deformation parameters of a multi component structure are determined, the main pre-purpose of which is to use overlap for monolithic structures with the inclusion of non-removable formwork of cement-bonded wood board in collaboration.