Open AccessMODAL ANALYSIS OF REINFORCED CONCRETE AND FIBER CONCRETE BEAMS
Author(s) -
T. Makovkina,
Mykola Surianinov,
Oleksandr Chuchmai
Publication year - 2021
Publication title -
mehanìka ta matematičnì metodi
Language(s) - English
Resource type - Journals
eISSN - 2664-1364
pISSN - 2618-0650
DOI - 10.31650/2618-0650-2021-3-1-95-105
Subject(s) - finite element method , beam (structure) , nonlinear system , structural engineering , modal , modal analysis , natural frequency , numerical analysis , mathematical analysis , materials science , physics , mathematics , acoustics , engineering , vibration , composite material , quantum mechanics
Analytical, experimental and numerical results of determination of natural frequencies and forms of oscillations of reinforced concrete and fiber concrete beams are given. Modern analytical, numerical and experimental methods of studying the dynamics of reinforced concrete and fiber concrete beams are analyzed. The problem of determining the natural frequencies and forms of oscillations of reinforced concrete and fiber concrete beams at the initial modulus of elasticity and taking into account the nonlinear diagram of deformation of materials is solved analytically. Computer modeling of the considered constructions in four software complexes is done and the technique of their modal analysis on the basis of the finite element method is developed. Experimental researches of free oscillations of the considered designs and the comparative analysis of all received results are carried out. It is established that all involved complexes determine the imaginary frequency and imaginary form of oscillations. The frequency spectrum calculated by the finite element method is approximately 4% lower than that calculated analytically; the results of the calculation in SOFiSTiK differ by 2% from the results obtained in the PC LIRA; the discrepancy with the experimental data reaches 20%, and all frequencies calculated experimentally, greater than the frequencies calculated analytically or by the finite element method. This rather significant discrepancy is explained, according to the authors, by the incorrectness of the used dynamic model of the reinforced beam. The classical dynamics of structures is known to be based on the theory of linear differential equations, and the oscillations of structures are considered in relation to the unstressed initial state. It is obvious that in the study of free and forced oscillations of reinforced concrete building structures such an approach is unsuitable because they are physically nonlinear systems. The concept of determining the nonlinear terms of these equations is practically not studied. Numerous experimental researches and computer modeling for the purpose of qualitative and quantitative detection of all factors influencing a spectrum of natural frequencies of fluctuations are necessary here.