Kanyuk V. Strength of Reinforced Concrete Bending Elements Loaded within the Section Height

Strength of Reinforced Concrete Bending Elements Loaded within the Section Height. - The manuscript. The present thesis deals with the experimental and theoretical investigations of the reinforced concrete bending elements loaded within the section height. The method engineering analysis of the reinforced concrete bending elements loaded within the section height, which allows to consider for the concrete strength, the influence of longitudinal and cross reinforcement steel as well as the presence of normal cracks, has been developed. There are some propositions on constructive reinforcement of locally loaded regions. The mathematical algorithm of the strength analysis by the finite elements analyses with allowing for the real s-e diagrams of concrete and reinforcement steel is proposed and programmed. On the computing results, the analysis of stressed-deformed state of the elements loaded within the section height on various stages of loading, has been made.