Analysis Of Orthotropic Plates In Free Vibration Regime Using Rayleigh – Ritz Method.

ABSTRACT

The assumed deflection shapes used in the approximate methods such asin the Rayleigh–Ritz

method were normally formulated by inspection andsometimes by trial and error, until recently,

when a systematic method ofconstructing such a function in the form of characteristic orthogonal

polynomials(COPs) was developed in 1985. However, vibrational analyses of plates with all

edges free or clamped are much more complicated. This project aims at establishing particular

expressions for the fundamental natural frequency of rectangular plates using Rayleigh Ritz

Method by obtaining approximate shape functions of plate of different support conditions

through characteristics orthogonal polynomials. To this end, new sets of stress – strain relations

for orthotropic plates were derived. The principle of force of inertia was introduced, yielding the

corresponding dynamic governing equation of orthotropic plate and hence the strain energy

equation of orthotropic plate.Rayleigh – Ritz quotient was obtained by equating the strain energy

equation of the plate to the kinetic energy equation of the plate. From the rayleigh’s quotient, an

expression for the natural frequency of the plate was obtained in terms of the shape functions of

the plate. The shape function of plate of different support conditions was obtained through

characteristics orthogonal polynomials. A spreadsheet programme was developed to aid the

solutions of the equations and the results show that values of fundamental natural frequencies

obtained using the present studies (Rayleigh - Ritz Method) for all round clamped plates with

aspect ratio, r between 0.5 to 1.2 are four times greater than that obtained from that of previous

studies (Galerkin’s method). Moreso, for plates with mixed support conditions, values of

fundamental natural frequencies obtained using the present study are higher than that of previous

studies (Galerkin’s Method) their difference ranging from 33% for r = 0.5 to 95% for r = 1.2

while results for plate all round simply supported for both present and previous studies are the

same.

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APA

EMMANUEL, J (2021). Analysis Of Orthotropic Plates In Free Vibration Regime Using Rayleigh – Ritz Method.. Afribary. Retrieved from https://tracking.afribary.com/works/analysis-of-orthotropic-plates-in-free-vibration-regime-using-rayleigh-ritz-method-1

MLA 8th

EMMANUEL, JAMESIME "Analysis Of Orthotropic Plates In Free Vibration Regime Using Rayleigh – Ritz Method." Afribary. Afribary, 20 May. 2021, https://tracking.afribary.com/works/analysis-of-orthotropic-plates-in-free-vibration-regime-using-rayleigh-ritz-method-1. Accessed 13 Nov. 2024.

MLA7

EMMANUEL, JAMESIME . "Analysis Of Orthotropic Plates In Free Vibration Regime Using Rayleigh – Ritz Method.". Afribary, Afribary, 20 May. 2021. Web. 13 Nov. 2024. < https://tracking.afribary.com/works/analysis-of-orthotropic-plates-in-free-vibration-regime-using-rayleigh-ritz-method-1 >.

Chicago

EMMANUEL, JAMESIME . "Analysis Of Orthotropic Plates In Free Vibration Regime Using Rayleigh – Ritz Method." Afribary (2021). Accessed November 13, 2024. https://tracking.afribary.com/works/analysis-of-orthotropic-plates-in-free-vibration-regime-using-rayleigh-ritz-method-1

Document Details
JAMESIME EMMANUEL Field: Civil Engineering Type: Thesis 114 PAGES (23117 WORDS) (pdf)