2013
DOI: 10.1007/s12206-013-0866-4
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Explicit solution to the large deformation of a cantilever beam under point load at the free tip using the variational iteration method-II

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Cited by 24 publications
(7 citation statements)
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“…Deformation. There are many methods for describing a large deformation of a beam, for example, the Laplace-Padé coupling with NDHPM and HPM [10], VIM [11], and pseudolinear system [1]. In this section, we introduce the process of investigating semianalytical solution via LADM and some numerical results of pseudolinear system in [1].…”
Section: Fractional Order For Largementioning
confidence: 99%
“…Deformation. There are many methods for describing a large deformation of a beam, for example, the Laplace-Padé coupling with NDHPM and HPM [10], VIM [11], and pseudolinear system [1]. In this section, we introduce the process of investigating semianalytical solution via LADM and some numerical results of pseudolinear system in [1].…”
Section: Fractional Order For Largementioning
confidence: 99%
“…The thickness of the specimen was designated as a variable, and there were five cases in which the thickness varied in increments of 10 mm from 25 mm to 65 mm. In the initial state, necking occurred in the DCB aluminum foam and thus, the thickness of the neck area was increased to mitigate this issue [18].…”
Section: Specimen and Materials Propertiesmentioning
confidence: 99%
“…In the following section, to clarify the idea of the proposed method for solution of the nonlinear governing equation of a cantilever beam undergoing large deformation, the basic concept of variational iteration method-II [39,40] is firstly treated. A general nonlinear equation of th order is considered at the following form:…”
Section: Basic Concept Of Vim-iimentioning
confidence: 99%
“…Hence, after identifying the Lagrange multiplier , the variational iteration algorithm-II [39,40] is constructed as follows:…”
Section: Basic Concept Of Vim-iimentioning
confidence: 99%
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