Modeling of Flexural Beams Subjected to Arbitrary End Loads
By C. Kimball, Lung-Wen Tsai. 2002
159 citations recorded by the source corpus.
Subfields: Atomic and Molecular Physics, and Optics, Control and Systems Engineering
View Paper: https://www.semanticscholar.org/paper/bfd19259fb4ef9959972c9eb403298fdbfbf06b0
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In Atomic and Molecular Physics, and Optics
In Control and Systems Engineering
Citations in the corpus
- Large deflection of cantilever beams with geometric non-linearity: Analytical and numerical approaches (2008, methodology): “More re- 39 cently, Kimball and Tsai [4] have solved the large deflection problem under combined end loadings using elliptic integrals 41 and differential geometry.”
- A Comprehensive Elliptic Integral Solution to the Large Deflection Problems of Thin Beams in Compliant Mechanisms (2012, methodology): “When jkj > g, the deformed curve changes monotonously [15] and there is therefore no inflection point (m1⁄4 0).”