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Petrov-Galerkin method for small deflections in fourth-order beam equations in civil engineering

Y. H. Youssri, Ahmed Gamal Atta, Ziad Abu Waar, Mohamed Moustafa

2024Nonlinear Engineering12 citationsDOIOpen Access PDF

Abstract

Abstract This study explores the Petrov–Galerkin method’s application in solving a linear fourth-order ordinary beam equation of the form <m:math xmlns:m="http://www.w3.org/1998/Math/MathML"> <m:mrow> <m:mi>u</m:mi> </m:mrow> <m:mrow> <m:mo accent="true">″</m:mo> <m:mo accent="false">″</m:mo> </m:mrow> <m:mo>+</m:mo> <m:mi>q</m:mi> <m:mi>u</m:mi> <m:mo>=</m:mo> <m:mi>f</m:mi> </m:math> u^{\prime\prime} ^{\prime\prime} +qu=f . The equation entails two distinct boundary conditions: pinned–pinned conditions on <m:math xmlns:m="http://www.w3.org/1998/Math/MathML"> <m:mi>u</m:mi> </m:math> u and <m:math xmlns:m="http://www.w3.org/1998/Math/MathML"> <m:mi>u</m:mi> <m:mo accent="false">′</m:mo> </m:math> u^{\prime} , and clamped–clamped conditions on <m:math xmlns:m="http://www.w3.org/1998/Math/MathML"> <m:mi>u</m:mi> </m:math> u and <m:math xmlns:m="http://www.w3.org/1998/Math/MathML"> <m:msup> <m:mrow> <m:mi>u</m:mi> </m:mrow> <m:mrow> <m:mo accent="true">″</m:mo> </m:mrow> </m:msup> </m:math> {u}^{^{\prime\prime} } . To satisfy these boundary conditions, we have built two sets of basis functions. The explicit forms of all spectral matrices were reported. The nonhomogeneous boundary conditions were easily handled using perfect transformations, ensuring the numerical solution’s accuracy. Detailed analysis of the method’s convergence was studied. Some numerical examples were presented, accompanied by comparisons with other existing methods in the literature.

Topics & Concepts

Galerkin methodPetrov–Galerkin methodBeam (structure)Order (exchange)Structural engineeringFinite element methodMathematicsMathematical analysisEngineeringFinanceEconomicsNumerical methods in engineeringAdvanced Numerical Methods in Computational MathematicsDifferential Equations and Numerical Methods
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