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<journal-id>International Journal of Aerospace and Lightweight Structures</journal-id>
<publication_date>2013</publication_date>
<volume>3</volume>
<issue>1</issue>
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<doi>10.3850/S2010428613000615</doi>
<article-title>An SBFEM Element for Thin-Walled Beams</article-title>
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<author>Jonathan Daniel Junga<sup>a</sup> and Wilfried Beckerb<sup>b</sup></author>

<author-citation>Junga, Jonathan Daniel; Beckerb, Wilfried</author-citation>

<aff>Fachgebiet Strukturmechanik, Technische Universit&#228;t Darmstadt Hochschulstra&#946;e 1, 64289 Darmstadt, Germany.</aff>

<email><a href="mailto:jung@fsm.tu-darmstadt.de"><sup>a</sup>jung@fsm.tu-darmstadt.de</a></email>

<email><a href="mailto:becker@fsm.tu-darmstadt.de"><sup>b</sup>becker@fsm.tu-darmstadt.de</a></email>


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<abstract>
<title>ABSTRACT</title>
<p>The scaled boundary finite element method (SBFEM) is a semi-analytical method in
which only the boundary is discretized. The results on the boundary are scaled into
the domain with respect to a scaling center which must be &#8220;visible&#8221; from the whole
boundary. For beam-like problems the scaling center can be selected at infinity and only
the cross-section is discretized.</p><p>
A new element for thin-walled beams has been developed on the basis of the Reissner-
Mindlin plate theory. The beam sections are considered to be multilayered laminate plates
with arbitrary layup. The cross-section is discretized with beam elements of Timoshenko
type. This leads to a system of differential equations of a gyroscopic type, for which the
solution is known.</p><p>
The element has been tested and compared with a finite element model and it gives
good results.</p>


<p><italic>Keywords: </italic>SBFEM, Thin-walled beams, Semi-analytical, Reissner-mindlin theory.</p>
</abstract>
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