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The continuous beam is modelled using Bernoulli Euler beam theory.
Next, the crack propagation process of the concrete rock composite beam is modelled using nonlinear fracture mechanics theory.
The beam is modelled using finite elements and subsequently reduced using a component mode synthesis leading to a non-linear six-degree-of-freedom model.
The response of the plate separate from the beam is modelled using analytical impedances in a manner identical to that used in the companion paper.
Frequency response equations of a cracked beam is modelled using Euler-Bernoulli beam method and Hamilton's principle and its results are verified via modal tests on a sample beam.
The beam is modelled using beam elements and the inverse problem of finding the spring stiffness, given the natural frequency, is shown to be related to the problem of a rank-one modification of an eigenvalue problem.
Similar(54)
The beam is modeled using the Timoshenko beam theory.
The beam is modeled using the Euler-Bernoulli beam theory.
The curved beam is modeled using finite element model.
Outside the plastic hinge region, the beam is modeled using an elastic beam element.
The investigated carbon composite beam is modeled using a shell 2D-model on Abaqus commercial finite element code.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com