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Failure modes of circular hollow members with flattened edges

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Autore
Mistakidis, E. S.; Tsiogas, S. V.
Data
2003
DOI
10.1016/s0143-974x(03)00101-9
Soggetto
circular hollow sections
buckling strength
nonlinear FE analysis
Construction & Building Technology
Engineering, Civil
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Abstract
In this paper, the behaviour of circular hollow members with flattened edges is studied. Starting from experimental testing, an unexpected failure mode under compressive loading is demonstrated, which is connected with the excessive plastification of the area near the flattened edge. The experimental model is simulated numerically using an appropriate finite element model and nonlinear analysis. Finally, a parametric analysis of 24 different sections is performed in order to clarify the limits between the failure modes, and useful diagrams are obtained. (C) 2003 Elsevier Ltd. All rights reserved.
URI
http://hdl.handle.net/11615/31075
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  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19743]
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