Nazarov O. Strained deformed state of steel concrete elements where local stress occurs

The Dissertation is devoted to the study of the condition of strained deformed state and strength of steel concrete elements under local load. The paper contains both the results of experimental research and recommendations as for analysis and design of constructions under consideration. It also deals with research results of carrier properties and deformation of steel concrete samples, consisting of elements different across the height diameter; steel concrete elements where the load was transmitted with help of cantilevers; under local load transfer to the part of cross-section and under side load transfer to generator of an element. Some formulas were elaborated to evaluate carrier capability of steel concrete elements where local stress occurs taking into consideration different load schemes. Results of investigation are also used in engineering design and construction of buildings using steel concrete constructions undergoing local load.