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Selection and analysis of the optimal mathematical model for analyzing the load-bearing capacity of a reinforced concrete console structure

Abstract

Selection and analysis of the optimal mathematical model for analyzing the load-bearing capacity of a reinforced concrete console structure

Semenov M.V., Aksenov V.N.

Incoming article date: 20.10.2024

the work is devoted to a comparative analysis of various calculation and mathematical models among themselves. The calculation of the frame joint of reinforced concrete structures is performed: a pylon and a cantilever beam. Three methods for performing the calculation of this joint are proposed: an analytical method, a rod FEM model and a volumetric FEM model. The analysis of the calculation results is performed: a comparison of internal forces and calculated reinforcement. The consequences of a superficial analysis of the structure and simplification of calculation models are shown using the example of damage to a real structure under the action of operational loads.

Keywords: reinforced concrete console, structure calculation, node calculation, Lira 10, Russian software, optimal design of reinforced concrete structures, reinforcement analysis