Static and dynamic analysis of multi-cracked beams with local and non-local elasticity

The thesis presents a novel computational method for analysing the static and dynamic behaviour of a multi-damaged beam using local and non-local elasticity theories. Most of the lumped damage beam models proposed to date are based on slender beam theory in classical (local) elasticity and are limit...

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Bibliographic Details
Main Author: Marco Dona
Format: Default Thesis
Published: 2014
Subjects:
Other built environment and design not elsewhere classified
Cracked beams
Flexibility crack model
Damaged structures
Finite element analysis
Euler-Bernoulli beam theory
Timoshenko beam theory
Rotatory inertia
Dirac's delta function
Aifantis' strain gradient
Eringen's stress gradient
Hybrid gradient elasticity
Non-local elasticity
Built Environment and Design not elsewhere classified
Online Access:https://hdl.handle.net/2134/14893
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