Identification of a temporal load in a cantilever beam from measured boundary bending moment

DOI10.1088/1361-6420/ab2aa9zbMath1461.35229OpenAlexW2953314594WikidataQ127681816 ScholiaQ127681816MaRDI QIDQ5193501

Alemdar Hasanov, Onur Baysal

Publication date: 20 September 2019

Published in: Inverse Problems (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1088/1361-6420/ab2aa9

zbMATH Keywords

conjugate gradient algorithmcantilever beamill-posednessFréchet gradientNeumann-to-Neumann operatortemporal load identification

Mathematics Subject Classification ID

Initial-boundary value problems for second-order hyperbolic equations (35L20) Inverse problems for PDEs (35R30)

Related Items (9)

Determination of the space-dependent source term in a fourth-order parabolic problem ⋮ Identification of a harmonically varying external source in wave equation from Neumann-type boundary measurement ⋮ Recovery of the time‐dependent zero‐order coefficient in a fourth‐order parabolic problem ⋮ Reconstruction of the spatial component in the source term of a vibrating elastic plate from boundary observation ⋮ Exponential stability of damped Euler-Bernoulli beam controlled by boundary springs and dampers ⋮ Inverse problems of identifying the unknown transverse shear force in the Euler-Bernoulli beam with Kelvin-Voigt damping ⋮ Unique recovery of unknown spatial load in damped Euler–Bernoulli beam equation from final time measured output ⋮ Identification of an unknown flexural rigidity of a cantilever Euler-Bernoulli beam from measured boundary deflection ⋮ Simultaneous determination of mass density and flexural rigidity of the damped Euler-Bernoulli beam from two boundary measured outputs

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