Shkoliar F. Tensely-deformed state and bearing capacity of reinforced concrete beams with remote working reinforcement

The object - is reinforced concrete beams with remote working reinforcement; the purpose - is experimental by theoretical means to explore the tensely-deformed state, bearing capacity and basics of behavior reinforced concrete beams with remote working reinforcement, to develop methods for calculating the bearing capacity and deformability proposed designs; the methods - experimental; photogrammetric; methods of structural mechanics; numerical method for analysis of tensely-deformed state; the novelty - provided a method of shaping the cross-section reinforced concrete structures with remote working reinforcement; obtained new data on the tensely-deformed state, bearing capacity, basics of behavior, strength and deformation loaded beam; have been further developed numerical methods for evaluating the tensely-deformed state and methods of calculation strength proposed structures; according to the research found effective type reinforced concrete beams with remote working reinforcement; the results - proposed rational decisions reinforced concrete beams with remote working reinforcement and technology of their manufacturing; developed practical methods of calculation and design reinforced concrete beams with remote working reinforcement; revealed the effect of different types of contact layer on bearing capacity and deformability; developed a draft span structure of the bridge using the is reinforced concrete beams with remote working reinforcement; the field is Civil Engineering