A semi-analytical approach based on the variational iteration method for static analysis of composite beams

Using the Variational Iteration Method (VIM) the 3D static deflection problem of composite beams subject to concentrated tip and uniformly distributed loads is analysed, resulting in a system of coupled non-homogeneous ordinary differential equations. Using a general Lagrange multiplier, identified...

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Bibliographic Details
Published inComposite structures Vol. 257; p. 113110
Main Authors Doeva, Olga, Masjedi, Pedram Khaneh, Weaver, Paul M.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.02.2021
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