Analysis of Forced Longitudinal Vibrations of Columns Taking into Account Internal Resistance in Resonance Zones

Author:

Krutii Yurii1,Kovrov Anatolii1,Otrosh Yurii2,Surianinov Mykola1

Affiliation:

1. Odessa State Academy of Civil Engineering and Architecture

2. National University of Civil Defence of Ukraine

Abstract

In analytical form, formulas are obtained for the amplitude of forced harmonic longitudinal vibrations of reinforced concrete and fiber-reinforced concrete columns with fixed edges. In order to verify the proposed approach, columns were simulated in the ANSYS program and calculated by the finite element method. Analysis of the calculations shows that a significant raise in the amplitude of the forced vibrations is observed only in the region of the first resonant frequency. It has been established that the value of the maximum amplitude of the vibrations of the fiber reinforced concrete column is 16% less than that for a reinforced concrete column.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference16 articles.

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