Abstract

The article deals with the work of reinforced concrete bar structures of T-cross section under the influence of shearing forces. The design scheme was substantiated and the study of the influence of the T-bar shelves on the operation of the entire section was carried out. The parameters of the distribution of internal force factors between the wall and the shelves were determined by a numerical experiment. The issue of the distribution of internal forces in underground reinforced concrete structures was considered on the example of various structures. One of the most accurate ways to determine the distribution of internal forces is the calculation by the finite element method. This method involves the calculation in a spatial setting with volumetric finite elements. A scheme for conducting a full-scale small-scale test has been developed.

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