LONGITUDINAL WAVE PROPAGATION IN A VISCOELASTIC ROD ACCORDING TO THE MAXWELL MODEL. PART 1. ANALYSIS OF DISPERSION CHARACTERISTICS AND FREQUENCY DEPENDENT DAMPING WHEN SOLVING BOUNDARY-VALUE PROBLEMS

The dynamics of a rod, the material of which obeys Maxwell's law of deformation of a medium, is considered. The propagation of a longitudinal wave in such a rod is described by a one-dimensional wave equation supplemented by a term characterizing the viscosity of the material. The solution to the equation is found in the form of a traveling harmonic wave. From the original partial differential equation, a transition is made to an algebraic complex dispersion equation that connects frequency and wave number, allowing one to calculate the phase and group velocities of the wave and determine the patterns of its propagation and attenuation. When analyzing the dispersion equation, two problems are highlighted: 1) frequency is considered a real quantity, and the wave number is considered a complex quantity (as is customary when solving boundary value problems); 2) the wave number is considered a real quantity, and the frequency is considered a complex quantity (as is customary when solving the Cauchy problem). The first task is considered in detail. It has been revealed that a longitudinal wave that satisfies its conditions has the following propagation features: as the real part of the wave number increases, its frequency increases (at low viscosity it increases slowly, at high viscosity it increases quickly), the phase velocity first increases and then reaches a horizontal asymptote, the group velocity increases, reaches a maximum, then decreases, reaching a different horizontal asymptote than the phase velocity. Over the entire range of changes in the real part of the wave number, anomalous dispersion of the longitudinal wave is observed (i.e., the group velocity is greater than the phase velocity); The attenuation of the wave (determined by the imaginary part of the wave number) first increases with increasing frequency, then reaches a horizontal asymptote and becomes frequency-independent.

Authors

Institutions

Publication Details

Journal
Problems of Strength and Plasticity
Published
2025-01-01
DOI
https://doi.org/10.32326/1814-9146-2025-87-1-5-13
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

LONGITUDINAL WAVE PROPAGATION IN A VISCOELASTIC ROD ACCORDING TO THE MAXWELL MODEL. PART 1. ANALYSIS OF DISPERSION CHARACTERISTICS AND FREQUENCY DEPENDENT DAMPING WHEN SOLVING BOUNDARY-VALUE PROBLEMS

В. Л. Котов, В. И. Ерофеев, Ja.D. Ermakov
Problems of Strength and Plasticity
Geotechnical and Geomechanical Engineering
article

LONGITUDINAL WAVE PROPAGATION IN A VISCOELASTIC ROD ACCORDING TO THE MAXWELL MODEL. PART 1. ANALYSIS OF DISPERSION CHARACTERISTICS AND FREQUENCY DEPENDENT DAMPING WHEN SOLVING BOUNDARY-VALUE PROBLEMS

В. Л. Котов, В. И. Ерофеев, Ja.D. Ermakov
article en

Abstract

The dynamics of a rod, the material of which obeys Maxwell's law of deformation of a medium, is considered. The propagation of a longitudinal wave in such a rod is described by a one-dimensional wave equation supplemented by a term characterizing the viscosity of the material. The solution to the equation is found in the form of a traveling harmonic wave. From the original partial differential equation, a transition is made to an algebraic complex dispersion equation that connects frequency and wave number, allowing one to calculate the phase and group velocities of the wave and determine the patterns of its propagation and attenuation. When analyzing the dispersion equation, two problems are highlighted: 1) frequency is considered a real quantity, and the wave number is considered a complex quantity (as is customary when solving boundary value problems); 2) the wave number is considered a real quantity, and the frequency is considered a complex quantity (as is customary when solving the Cauchy problem). The first task is considered in detail. It has been revealed that a longitudinal wave that satisfies its conditions has the following propagation features: as the real part of the wave number increases, its frequency increases (at low viscosity it increases slowly, at high viscosity it increases quickly), the phase velocity first increases and then reaches a horizontal asymptote, the group velocity increases, reaches a maximum, then decreases, reaching a different horizontal asymptote than the phase velocity. Over the entire range of changes in the real part of the wave number, anomalous dispersion of the longitudinal wave is observed (i.e., the group velocity is greater than the phase velocity); The attenuation of the wave (determined by the imaginary part of the wave number) first increases with increasing frequency, then reaches a horizontal asymptote and becomes frequency-independent.

Problems of Strength and PlasticityVol. 87(1)
N. I. Lobachevsky State University of Nizhny Novgorod (RU)
Openalex Percentile: Top 91%
Geotechnical and Geomechanical Engineering
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.