Deprecated: $wgMWOAuthSharedUserIDs=false is deprecated, set $wgMWOAuthSharedUserIDs=true, $wgMWOAuthSharedUserSource='local' instead [Called from MediaWiki\HookContainer\HookContainer::run in /var/www/html/w/includes/HookContainer/HookContainer.php at line 135] in /var/www/html/w/includes/Debug/MWDebug.php on line 372
Exact solutions for longitudinal vibration of rods coupled by translational springs - MaRDI portal

Exact solutions for longitudinal vibration of rods coupled by translational springs (Q1577864)

From MaRDI portal





scientific article; zbMATH DE number 1496222
Language Label Description Also known as
English
Exact solutions for longitudinal vibration of rods coupled by translational springs
scientific article; zbMATH DE number 1496222

    Statements

    Exact solutions for longitudinal vibration of rods coupled by translational springs (English)
    0 references
    0 references
    22 February 2004
    0 references
    The objective is to present exact analytical solutions for longitudinal vibration of non-uniform rods with conservated masses coupled by translational springs. Using appropriate transformation, the governing differential equation for longitudinal vibration of a rod with varying cross-section is reduced to Bessel's equation or to an ordinary differential equation with constant coefficients by selecting suitable expressions, such as power functions and exponential functions, for area variation. The authors derive exact solutions for free longitudinal vibration of rods with varying cross-section. The initial parameter method and the transfer matrix method are proposed to derive the frequency equation for longitudinal vibrations of two rods coupled by translational springs. The advantage of the proposed methods is that the frequency equation for two rods coupled by translational springs can be established in terms of a second-order determinant for any number of translational springs and concentrated masses. The proposed methods can be used to investigate the axial stiffness and mass distribution among the rods to obtain the system's dynamic characteristics. A numerical example shows that the fundamental longitudinal natural frequency of two reaction towers coupled by a pipe calculated by the proposed methods is a good agreement with the full-scale measured data. Thus the proposed methods are applicable to engineering practices.
    0 references
    0 references
    mode shape
    0 references
    exact analytical solutions
    0 references
    longitudinal vibration
    0 references
    rods
    0 references
    conservated masses
    0 references
    translational springs
    0 references
    Bessel's equation
    0 references
    initial parameter method
    0 references
    transfer matrix method
    0 references
    frequency equation
    0 references
    axial stiffness
    0 references
    mass distribution
    0 references

    Identifiers