Method of Calculation Flexural Stiffness Over Natural Oscillations Frequencies

Author:

Nesterenko A.1,Stolpovskiy G.2,Nesterenko M.3

Affiliation:

1. MSc., Postgraduate, Rus., Orenburg Scientific Center of Ural Branch of Russian Academy of Sciences, Geoecology Department, Naberezhnaya 29, 460014Orenburg, Russia

2. PhD., Assoc. prof., Rus., Orenburg State University, Faculty of Architecture and Civil Engineering, Prosp. Pobedy 13, 466048Orenburg, Russia

3. Grand PhD., Prof., Rus., Orenburg Scientific Center of Ural Branch of Russian Academy of Sciences, Geoecology Department, Naberezhnaya 29, 460014Orenburg, Russia

Abstract

AbstractThe actual load-bearing capacity of elements of a building system can be calculated by dynamic parameters, in particular by resonant frequency and compliance. The prerequisites for solving such a problem by the finite element method (FEM) are presented in the article. First, modern vibration tests demonstrate high accuracy in determination of these parameters, which reflects reliability of the diagnosis. Secondly, most modern computational complexes do not include a functional for calculating the load-bearing capacity of an element according to the input values of resonance frequencies. Thirdly, FEM is the basis for development of software tools for automating the computation process. The article presents the method for calculating flexural stiffness and moment of inertia of a beam construction system by its own frequencies. The method includes calculation algorithm realizing the finite element method.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering

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