2022
DOI: 10.1109/tim.2022.3144215
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A Unified Full-Field Deformation Measurement Method for Beam-Like Structure

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Cited by 14 publications
(5 citation statements)
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“…Based on the idea of an inverse finite element, Gherlone et al [ 17 ] developed an inverse beam element applicable to shear, bending, and torsional deformation, based on the theory of spatial Timoshenko beam deformation. Chen et al [ 18 , 19 ] used the homogenized theory to improve the traditional iFEM, which can expand the application scope of inverse beam elements in engineering. Savino et al [ 20 ] developed a method for reconstructing the displacement field of a circular arch structure based on the shape functions of two-node beam elements, and the simulation results demonstrated better reconstruction performance than traditional finite element analysis methods.…”
Section: Introductionmentioning
confidence: 99%
“…Based on the idea of an inverse finite element, Gherlone et al [ 17 ] developed an inverse beam element applicable to shear, bending, and torsional deformation, based on the theory of spatial Timoshenko beam deformation. Chen et al [ 18 , 19 ] used the homogenized theory to improve the traditional iFEM, which can expand the application scope of inverse beam elements in engineering. Savino et al [ 20 ] developed a method for reconstructing the displacement field of a circular arch structure based on the shape functions of two-node beam elements, and the simulation results demonstrated better reconstruction performance than traditional finite element analysis methods.…”
Section: Introductionmentioning
confidence: 99%
“…Bao et al [ 19 ] developed the single variable iFEM model to reduce the number of strain sensors required in multi-node load. Chen et al [ 20 ] established a unified reconstruction method for the beam-like structure based on the framework of iFEM, which can reduce the structure identification error by introducing some generalized quantities. Shang et al [ 21 ] proposed the inverse-plate quadrilateral area coordinates method to replace the Jacobian matrix, such that the error caused by numerical integration can be avoided.…”
Section: Introductionmentioning
confidence: 99%
“…The displacement reconstruction method [15,16] is a method of indirectly deriving displacement with mathematical relationships using physical quantities related to displacement. Commonly used physical quantities include strain [17], acceleration [18], and inclination angle [19]. Bang et al [20] deployed an FBG sensor array on a 70 m wind power tower and derived the dynamic displacement of the tower top using strain time history.…”
Section: Introductionmentioning
confidence: 99%