A new method for estimating the bending stiffness curve of non-uniform Euler-Bernoulli beams using static deflection data-Reference-Cited by-同舟云学术

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A new method for estimating the bending stiffness curve of non-uniform Euler-Bernoulli beams using static deflection data

Published:2022-05 Issue: Volume:105 Page:514-533
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Eberle Robert^ORCID,Oberguggenberger Michael^ORCID

Publisher

Elsevier BV

Subject

Applied Mathematics,Modeling and Simulation

Reference43 articles.

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2. Festigkeitslehre;Mang,2013

3. Vibration of solids and structures under moving loads;Frỳba,1999

4. Approaches for predicting the probability of failure of bridges subjected to high-speed trains;Hirzinger;Probab Eng Mech,2020

5. Dynamics of multibody systems;Shabana,2013

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2. Exact receptance function of a tapered AFG beam with nonlinearly varying ratios of beam properties carrying concentrated masses;Vietnam Journal of Mechanics;2023-12-31

3. Distributed bending stiffness estimation of bridges using adaptive inverse unit load method;Engineering Structures;2023-12

4. Uniqueness and regularization in the flexural stiffness coefficient identification problem for a statically determined Euler–Bernoulli beam;Communications in Nonlinear Science and Numerical Simulation;2023-11

5. Inverse Unit Load Method for Full-Field Reconstruction of Bending Stiffness in Girder Bridges;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2023-06

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