Campanile LF, Jähne R, Hasse A (2011)
Publication Language: English
Publication Type: Journal article
Publication year: 2011
Publisher: SAGE Publications (UK and US)
Book Volume: 225
Pages Range: 2759-2764
Journal Issue: 11
URI: https://www.mfk.uni-erlangen.de?file=pubmfk_5640f7ddf3cc9
Classical beam models do not account for partial restraint of anticlastic bending and are therefore inherently inaccurate. This article proposes a modification of the exact Bernoulli- Euler equation which allows for an exact prediction of the beam's deflection without the need of two-dimensional finite element calculations. This approach offers a substantial reduction in the computational effort, especially when coupled with a fast-solving schema like the circle-arc method. Besides the description of the new method and its validation, this article offers an insight into the somewhat disregarded topic of anticlastic bending by a short review of the published theories and a selection of representative numerical results. © Authors 2011.
APA:
Campanile, L.F., Jähne, R., & Hasse, A. (2011). Exact analysis of the bending of wide beams by a modified elastica approach. Proceedings of the Institution of Mechanical Engineers Part C-Journal of Mechanical Engineering Science, 225(11), 2759-2764. https://dx.doi.org/10.1177/0954406211417753
MLA:
Campanile, Lucio Flavio, René Jähne, and Alexander Hasse. "Exact analysis of the bending of wide beams by a modified elastica approach." Proceedings of the Institution of Mechanical Engineers Part C-Journal of Mechanical Engineering Science 225.11 (2011): 2759-2764.
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