An inverse finite element method for beam shape sensing: theoretical framework and experimental validation
By Marco Gherlone, Priscilla Cerracchio, Massimiliano Mattone, M. Di Sciuva, Alexander Tessler. 2014
189 citations recorded by the source corpus.
Subfields: Aerospace Engineering, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ca24d652f5a839ac6242452379f7e728f6d61bc9
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Aerospace Engineering
In Civil and Structural Engineering
- Erkan Oterkus
- Adnan Kefal
- Alexander Tessler
- Jan L. Spangler
- Marco Gherlone
- Massimiliano Mattone
- Priscilla Cerracchio
- Florin Bobaru
Citations in the corpus
- Displacement and stress monitoring of a Panamax containership using inverse finite element method (2016, methodology): “Furthermore, Cerracchio et al. (2010) and Gherlone et al. (2011, 2012, 2014) formulated a robust inverse frame element that uses kinematic assumptions of Timoshenko beam theory including stretching, bending, transverse-shear and torsion deformation modes.”
- An enhanced inverse finite element method for displacement and stress monitoring of multilayered composite and sandwich structures (2017, methodology): “Since the first publication of the iFEM algorithm in [26, 27], various theoretical studies including a three-node inverse shell element [28], a four-node quadrilateral inverseshell element [29], and an efficient inverse frame element [12, 30-32] have been devoted to expanding the horizon of the iFEM”
- A quadrilateral inverse-shell element with drilling degrees of freedom for shape sensing and structural health monitoring (2016, methodology): “The iFEM framework is precise, powerful and sufficiently fast for real-time applications of any type of static and dynamic loading, as well as a wide range of elastic materials since only the strain–displacement relationship is used in the formulation [10,11].”