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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Published in | Composite structures Vol. 257; p. 113110 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.02.2021
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Subjects | |
Online Access | Get full text |
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