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Structural Monitoring and Maintenance
  Volume 11, Number 1, March 2024 , pages 019-40
DOI: https://doi.org/10.12989/smm.2024.11.1.019
 

Green's function coupled with perturbation approach to dynamic analysis of inhomogeneous beams with eigenfrequency and rotational effect's investigations
Hamza Hameed, Sadia Munir and F.D. Zaman

 
Abstract
    The elastic theory of beams is fundamental in engineering of design and structure. In this study, we construct Green's function for inhomogeneous fourth−order differential operators subjected to associated constraints that arises in dealing with dynamic problems in the Rayleigh beam. We obtain solutions for homogeneous and completely inhomogeneous beam problems using Green's function. This enables us to consider rotational influences in determining the eigenfrequency of beam vibrations. Additionally, we investigate the dynamic vibration model of inhomogeneous beams incorporating rotational effects. The eigenvalues of Rayleigh beams, including first−order correction terms, are also computed and displayed in tabular forms.
 
Key Words
    Euler−Bernoulli Beam; Green's function; inhomogeneous; perturbation; Rayleigh beam; vibrations
 
Address
Hamza Hameed1, Sadia Munir and F.D. Zaman: Abdus Salam School of Mathematical Sciences, Government College University,
Lahore-54000, Pakistan
 

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