Kuch T. Stress-strain state and carrying capacity of composite steel and reinforced concrete beams constructions with remote pipes reinforcing

Object - composite beam construction with remote pipes reinforcing; purpose - to create new kinds of effective flexural composite elements, experimentally test the features work and develop methods for calculating bearing capacity and deformation of composite beam structures with remote pipes reinforcing; methods - theory of experiment planning, experimental researches of stress-strain state, structural mechanics, strength of materials, the resistance of reinforced concrete, computer modeling of structures; novelty - developed new composite beams and slabs with remote pipes reinforcing and received new data about the features of the proposed composite structures with remote pipes reinforcing, estimated parameters of the stress of deformation composite beams and slabs with remote pipes reinforcing using numerical and analytical methods of calculation; results - created new types of composite beam structures and the technology of their production, developed practical methods of calculation and design of composite beam structures with remote pipes reinforcing, designed of composite overlap using composite slabs with remote pipes reinforcing; industry - construction.